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Home My WebLink AboutKwik Trip 2005 Permits CI1Y OF PRIOR LAKE BUILDING PERMlT, TEMPORARY CEltulflCATJ: OF ZONING COMPLIANCE.. AND UTILITY CONNECTION PERMlT I ~:;---_.., , Date Rec'd 1-/- I d--5 1."'" ,. . - "'" ) y-.. ...... l4l (00 vU(4)S lJ~ ~.LJ . I LEGALDI!SCIlIPTION(~..."",,) wr \ BLOCK I ADDmON I..... (Name) (,&M_) vJlv~7 Jlimvfu.-- ~ tw\~ : (JO . ~ "l.-/C>; W9-~~l:-' wi (Plume) j I.>~ )1<:(3- b4-a- (pbone) (4-Gt>) ;"'3 - ~ 4- 01.- TYPEOPWOJIK. c_ CIDc>:l< 0- ~. CbSi<lilII [JI.ow<rLomP_ [J1'ftpII<le_\ .~ _ 0-.- [Ju.a.y" ~ - [J-. ,," ~bf" v'" . CODE; (JuL.c. ~B.C. r.:>. PIl0Jl!CrCOST/VALUE S .J(!P \'l1J ..A6J T)?eofC~ I U m tv <i) A. \A,.I (r . '1..,1amI) 1 ~ o . ...,.GIolIp' A B II , HI'" 1l S U q~ (It)V DmoioRc 12345 I x '-""'" -- GIiQaleu~ _ .....~......_ ;,fD...._ot.............._..._. 1.,_.....1...11IO_............._...... ..........-__"'.._........_a.......wiIl..-.. _-___ I... ......lIIoClIIclMldio& . _.I;r'c="'"'...dIY-............---....-"'l*lb<m- 4/(,~ c..m......... Uooooo No. l'aIlIit VIIbIaIion hmdt Pee PIaa Cbedc F.. SlaIe SIltlillaQp: 1'elloIt)' l'IuIIIbiDB MecIl,-l PeI:mir ee Sewa- jI; W_ Penail F... a.. l'irepIacl: Pennk Fee s s S S s S S s Part SUpport !'eo 850 "2:(p $ "2.-?- ,bo - SAC 14"p #.z.w 5 57.700,' W.....M.ter Size S/S", I"; S ""- Roduoer $ Sewa-/W1Il:t Coaneedon P"'i,,,,, # 2It:J . S 3,'1.= WltOtTowerF... 1000 #2i,' S L \0 000 Bll\Ider's Deposit S 0Ib0r S -TOTA.LDtJE S "~4. ..43.2"'l Ii: / ~y;~~.r-?Z-'1 I =?~:S-Z2- ".ilto01:t'ftl1__~._lbDwlltl1lr~ . 1_~ r "___ill... _lwidl_Oly7mriac~_1MYIII'CICtId.,..... TIliI4uwtDaR ~ '" die Cky PIanur~ a teIBpDDIJ CtlrIiIkaIe r.I. ZoaiIC.. .{f...... tOoft-..M.l1Q 4QG t! Wbre 0l."L'aplIa'J. ill CdIiWi<<O<<I.lpM' ..lie .- S{z..]J.cC C' r" .if Z4........,...nf~ 'ill.. 417 ,fa: ) 16200"" Creek AVOIIIIO Prior Lake, MN ssm 100~ 0969 19~ 909 YVd t.;91 SOO,/SO/tO dULL lIUIlI CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE.. AND UTILITY CONNECTION PERMIT Date Rcc'd I. While File z_ Pi'* City l Yellow Applicanl r/t..6 N #05 048/J PERMIT NO. Os. d 75 Please or ADDRESS . t and si at bottom. K WI K1Y'1 -/41100 Wt!ds fal-h I ZONlNG(o_ux) ~ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) (phone) tb()~ 7?/-d"Po J> (Address) M,f-7o/-/</SO 6M-7/1-flI50 TYPE OF WORK 0 New Construction DDeck OPorch ORe-Roofing ORe-Siding OLower Level Finish [JAddition DAlteration DUtilityConnection . Misc. ;Si9" CODE: L.c. ~.B.C. PROJECTCOST/VALUE S Typcof~on: I IT ill IV V A B (exdudingland) Occupancy Group: A B E F HIM R 8 U Division: 1 2 3 4 5 o Fireplace 23 000 I bertby' cenifY that I ha~ furnished infonnation on this appUcarion which is 10 the best of my knowledge true and correct. I also <<Ttify that I am tbe owner or authorinod agent ror the above-n1enboned propenyand that aU constructioP will conform to aU existina state and local laws and will proceed in accordanc:c with submitted plans. 1 am aware that the buiJdinJ o"<cia! ,an 7..L:: for just ,ause. Furth""""', 1"=" a""" ...t1l1ecily official 0" ""isnee may en.... upon the propmy.o ped'onn n."'" .MpCClions, X A) C Ai!hu./ 1(/,4 7-12-{)~ Signature Contractor's License No. Dare Permil Valuation Permil F... Plan Check Fee 8ll.. Surcharge Penalty Plumbing Pennit Fee Mechanical Pennit Fee Sewer & W.ter Permit Fee Gas Firepl."" Pennit Fee Park Support Fee # $ SAC # S Water Meter Size 5/8"; l"j S Pressure Reducer S SewerIWater Connection Fee # $ Water Tower Fee # S Builder's Deposil S Other $ TOTAL DUE S (pL/? ~6 ThIs Application Jle<ome' Your Building Pmnit When Appro..' ~~~ Buildin2 Official ?~~5" Date I Paid Date ~4-3_ "0 . Z ,()o I ~;ce?J/f-=5 ThIS is ~o Cfttify that the request in the above application and accompanying documents is in 4CCordancc with the City Zonina Ordinance and may proceed u requested. This document when signed by the Ciry Planner constitutes a temporary Certificate of Zonin. compliance and allows construction (0 commence. Before occupancy I a Ccnmcale of Occupancy mull be ued~ ISS ~-.m..vn ~ PIaoDinJ Di=tor ..,t'l--Y~ Date 24 hour notice for.n inspections (~2) 447-98~. tu (951) 447-4145 16200 Elgie Creek Avenue Prior Lake. MN 55372 Special. Cooditicm. if .my CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Please e or rint and si n at bottom ADDRESS Wlt.--OJ />/97?1 /4-/60 Date Rec' d ~. ?-5.0J White Pink Yellow r; l.C //11 /'1/1/A/' #(15, 0+83 PERMIT NO. (J$: 08/1{- I File City Applic~m ZONING (office ll.~C) LEGAL DESCRIPTION (omce use only) LOT ADDITION BLOCK OWNER (Name) j::WI/C- -ne-lP (Address) PID z.E>. 4-34--. 001. 0 (Phone) BUILDER (Company Name) (Conracr Name) _ TOf/#/I (Phone) 501 288 . 19t?~ .507. Z.68. [3337 (Address) 2HI '!7H Sf. /IIN FIN (Phone) ,hi;( 55 C/O/ ,eomc;.5~ TYPE OF WORK 0 New Construction DDeck DPorch ORe-Roofing ORe-Siding DLower Level Finish 0 Fireplace OAddition DAlteration DUtility Connection wi PIe \I , .. CODE: OI.R,C. OI.B,C. ~jSC__ I'1E.T6te- rO.e- 510tU3: Type of Construction: I II 111 IV V A B PROJECT COST IV ALUE $ Occupancy Group: A B E F H I M R S U (excluding land) Division: I 2 3 4 5 I hcn:by cenify that I have h.lrnished mformation on this application which is to (he best of my knowledge true and correct. ] also certify thai I am thl' ownrr or auth()nzl'd agent fi.Jr thl' abow-mentlOned propCI1y and that all construction will conform fo all existing state and local laws and will proceed in accordance with submitted plans I am awan: that fhe buildmg :r"i'] em ,"W'k'.t~P'z" fot ';:;i :c",.tb"mo,", J b",by "tee tb" tbe City offici,] Ot, d""gate m" ,m" opoo tb, ptOpClty to p,,'otm aeed,d 9:;'J':',:2 .-.$ Signature Contractor's License No. Date Permit Valuation Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ This Application Becomes Your Building Penrut When Approved Buildill!?Oftkiill D<lte Park Support Fee # $ SAC # $ Water Meter Size 5/8"; 1 "; $ - Z" -II'S- - Pressure Reducer 2" $ ~/~ Sewer/Water Connection Fee # $ Water Tower Fee # $ Builder's Deposit $ Other $ - TOTAL DUE $ (p7.r - ThIS IS to cl'rtify thaI the req\le.~t in the above applicatIon and accompanying documents is in accordance with the City Zoning Ordinance and may procel'd as requested Tlus document whl'n signed by thl' City Planner corlStltutcS a temporary Certificate of Zoning compliance and allows construction to commence Before occupancy, a Certificate of Occupancy mllst be I issul'd Planning Director Special Conditions, if any Date 24 hour notice for all inspections (952) 447~9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake. MN 55372 H~~-1~-~005 11:23 CITY OF PRIOR LAKE :\/ '. 9524474245 P.01 /.../-IJ-.5 5/;YS Dllt' Ree'd CITY OF PRIOR LAKE PLUMBING PEItMIT . ~~orllll':Dlllaad..a_al:bcIItu8I) AODImSS f "r \ 100 1....../1......0 ~ ? AT\oo\ ~_ W _ LEGAL D1!S......... ..ON c- ....GItly) wr I BLOCK , A............::>N WIlA9(. Nt1M-JY fl1 ~ to!.ll\l A (Pbme) ( ~., ). U3B- Iq~~ '2--Y11 1i:!.~.J... NvJ r'I.OWE,{~' '5e+:Jn J (~) I ~I (Qty) (Zip Code) (CmmI<:t:P.r.ton) S l-.w", n #I11~ / r'A~-tl. 1\k:-t.,.,.,J (Ph<:no) ( ~) ZOO - J'J~ Af11.lCANISIGNAlURE K Afly , ~o--- "':,.TE Sd? ~J!i1J!-1 \U'PLlCANT PLEASE COMPLETE BELOW Twe of FIDw'e . OuatHv Ba1h Tub wi1h or ,,:a. _, sblno<er Dishwuber l'hlot Dl:lliIl Lavatorv @atbrootD SItIt) LmmdrYTruv(l ar2 0."." ,..... ..uink Sbcwer Stall S.im:s Bar Sink Water CbDt /Toilet) OWND. (Name) . (AddnBll) (Ad~) jOaaecitl- I I I I I I l :.:.,..,.....l,C"..... ll.i,.J11t-- in.l P fJfJ~ ?-ltt'1 tACoI\.b<<.k- .....,1 I , I I I"U SCHEp(IU; .:. I" MIIlli-lilmiIy 1% "'job ...._. $;j~.50......".." u:: ~ I.: w:......IlT NO. 5 3..v......, ~ - 04"10 .l.J~, .~Il; fall;.. -l PI02-5.... +3"t '!VI -0 (Phone) (1IC6}J1ll.3 - '414- 64-1,,,1.-- T9De ofl!:..L , R<mm.~ Willlll:~ WlIlIlr Softner Sta!Id PiDl: rwllSiUnlt M"".m..~) Sew!lIe Eir;cior Backf1aw Assemblv BaMflnw Assembly T...t Lawn SIlriDida' ~ 1.::.,:li.NcwOllo"l'...,.FIIIIIiIl' W9.50 "''-'-il...I... ......,.t....- S'~.50 Ii,'.... ....1 Colt S "O,t'!P BuiliIing PemlII # 05. () 141f-!. PLtlMl\JNG PEbUl' FEE $ 1W ,r:O STATB 5UltCHAROE $ ';0 , TOTALPDMlTFEE S -'trIO. q,z I .. ftr~~~~' I Poid 1'OO.sV '- ':>lZ7/..~~'') . IDat.\\S.31.6 ,------ ---- - TIoiI R..,.!p. No. -1-933 / B;Y~ I :t4 .....r ...... all -., . ..:, ., (lISJ) 447-9850. fa. (lI$J) 44'7ooGII5 14l2OOl!qJe CNIIr.A..... SJl~ Priar Lap' MN 5537z.t1l4 P0tN> Vi Wfc...[)(NG ~ APR-18-2005 11:23 CITY OF PRIOR LAKE g524474245 P.02 ;)......(0 CITY OF PRIOR L.AI<E HEATING/AIR. Cv4\u.......,A\......'.GIF'IR:EfLAC! 1.I!,J~..j,lnT Date ...Jee'd / 'l-j .j]',7- i:='::' I PERMlTNo.05-191 3. 1".... .--.. ~l'J!!'..._.......,- I ADDJ.~ t4\~o WJ)') ~ ~LJ, ZONING_ 11II). LEGAL ..._....... 'OV, , (olliao-oaIy) LOT I BLOCK J ADOmON 1N1"'t7(" ~II- 4kl- PlD 2':;-'''3.+-001_0 OWNER {Namel, l!.wllt:- ~\.p (Phone) (f..oe.JI<l3-'4A- (Ad.n-l {JiJtJ:;u.t, 'l-lol CM-l~ !.VI 6#02,... A1TLICANl' (Name' -h...N 4- (Phone) (Wl ) U'8-I"iI>~ 1-h S+- NIA) r'lbt.tt~~, MttJ ~ J (Aoldmool I ~ I (Oty) (Zip eo.Iol (~PMson) s.H:.\1C. .NI1I1'I.,,1h4 Itr~.:.I\Jt'-S<.>,j (Phcoo) (~1) 2ee, - ~oA ( I Al'PUQ.NI SlGIilATIllU! ::, 10 1Y\ "'" _ DATE APPLICANT Pr.f It.Il1I' COMPLETE BELOW ~CONS1'Il.ucnON D~ DAJ.:r!.aAnoNS FURNACE MAKE AND MODl'L FUEL FLUB SIZE RE11lMN ..,.."'....(3S INPUT ouwur (AddlO'ss) 1-411 T'tJ'€ OF 8YSl'EM Ow-.Ar_ ~:!.~1 . c.__........g - SyWom tLO.Of..ACE MAI<E AND MQDSL HEATlNGOIl... "....l'LANT D~ D-w_ ~~..,n...,.. Spooiol Dwiooo Qtll<< Dcviooo PLFUW: Nan: AIr C-U~ UDil5 c-otJlwlroech iato hquIftd Side Yard r,~:,;,..~1ooi< ~--~-jit S...-..'~d illduitrlal,co....aaeIaIll:~_y l%~fjobGOOl .~_il GooFonptace S)~50 ....l.~ II.: 3 ..:.l.""",",,,&:AfC<New~. ...... "".,.) S!l9.~ lboidlilli.l.~4^llCPlloD5 J.l.oojdmliil.lIMliIlg Only (New C .,..... ...'- ...) $6ol~ ....-. he a.Jy S3?SO 839.5Q $39.5l1 B~..lColt$ ~a;() BuildiDfPmnit 11 OS, c4<? / HEA'IDlGl"ERMIl'FEIi S ~.~ STATE Sl.lllCHAllGE !ISO I ..... TOTAL PERMIT FEE S Ba? """ (OBia v.. (hd,y) ~ T~~~Y""""'~~ ApI"'ve4 Il'IIilJaOO.50 /<t., .. Q: 1 t?) I I' ~ ~_ __ Duo:'). Sf, oS- ~No. "1'1.33/ By ~ ]of...... .....Ior 011;", - 11 (!lSZ) 44'l-lN1!l8, Ila (952) 44?..GIi f'l., t-... "".~.,' or OM 'TV-\' ~7.:n IOO~/gO/'O M . .. . TnTOl P lA'J ~ &r c.....t)/A<.> ,"L..q ..-...-........___..__..__.....,_ _,_u.,__ _____ RPR-13-2005 08:50 (Please rv'Pc or Drinr: and SllOl at bonoml ADDRESS CITY OF PRIOR LRKE 9524474245 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT I \1Ibil~ File :l ri~k Cilr ) 'V~lIn.... ^l1ClIiC:lnl W\40~ ~ N><J \4 \~o -" LEGAL DESCRIPTION (om" ",e ooly) \~ \' LOT .:LllLOCK:1.. ADDITION w', \ d'~ ~Of1b L\ A1).~,.IO.,) OWNER (Name) ).( ~', k T..... r ::I:Y\lC'_ I (Address) It ;),1" ()A.'l::. .:;, ? '(). K OX" LID '1 P.01/01 Date Rec'd 4--15'05" ?I {.;6 vJ / os: 04-83 I PERMIT NO. 5 - LN.;;; I I ZONING (om", ""j PlD 2'5 - 434 ..c:bl rQ (Phone) j,o'it - 7 <;) I ~ 'lJ <1 g'l ~ \U .:r 5 \j k,O 2._..._____ BUILDER r:J \ ~ I (Cornpany Name) \<o~e,;,"k,. \",,,~,..\z.y.,,,, F'U"p ~l\Jl'... _ (Phone) ~07 - Zi'A - ~tJ. (Contact Name) DA-uc- ~ ,~I.... (Phone) SOl- z.~'l- '12..0<1- CAddress) ) 2.0 ~ ~"e. .tJJ,L1 ~-te.lWC>.r~n.~. IV) w <; ~-'L7l,. . TYPE OF WORK ~New COll'''""io" DDeck Drorch ORe.Roo~l1g OYditiOn OAltrrottiol1 OUtility Connection ~Misc. CODE: DI.R.c. 0l.B.C. S! Type ofCon,mll:tion: I /~ III IV lY A (i2 Occ\1pancy Group: A B" E F II I M R (:i:? U ""'.., Diyjsj(ln~ Fv 2 :) 4 5 DRt::-SidJng DLow(:r Level Finish 0 Pircpl..cc I) S T "'" P Ire.. '3: IV ",+",)\ ...-\-"DN PROJECT COST/VALUE s....9~. gOO. 00 (excluding land) , I heft'by cl'rliry chill I hilvc r\lrnish<:cllnfl)rm~tlon on fhi~ ilppJic~lil'll"l wtlich is I!) Ihe t}\,~t or my k;miwkrltC !rUe "nd elll'teCI I :1l~1l CCl1Jfy rh:.c 111m lhe \lwnt"1' or nluhorlZt'd <lb't'nr rOT lhe .1hn"t',mcnlloncd prnpt:ny ilnd thai i111 Cl)n~lrl1(tion ",ill eonthrm to ill! ni~[mg stale ~ncll()(ill Iilws i1nd will pfon'('d In ~c<;{)f(L'\r'I~'1: wilh ~\Ibmjll.;-d pl"n~. I ,un :Iwarc Thai rhe buildin!; :"~k~': :~r~~h'rm'''' I her,b, "", "" """, "md,lor, ""ino";';" ,,"'" "" ,,,,,",,,y.,,,,,,rOl'm "'':;'':'j':3' _ 0 S $j~n"rutc: '- Conlrlu:tot'; License No. - D(\'tc I Permit V;:l.(uation I Permit r~ee Plan Check Fec -SI<:\\e Sllr(t~~~~H:: I Penahy I P1umhiog Perlnil Fee \ Mechanical Permit fee J Sewer & Water Permit Fee I Gas Fireplace Permit Fee $ $ $ $ $ $ $ $ 8?<!7~1, - I ;i-1s-~ . I h 3:;. ~~ 44.<~ I [ Park Support Fee I SAC I Water Meter S;,.e S/8"; I"; l Pre~,~ure Reducer I Sewer/Water Connecrion Fcc I Water Tower Fc::C' Builder's Dcposil Other I TOTAL DUE t!~ 5.3, 05 Paid Date j, rF5~.?'5 . (".t.<O;- # $ $ $ $ S $ $ $ $ f?" &;:'3.z..~- I I I # # # Receipt No ",.933'1 By AJ'tVL-- I Thl~ i~ 10 ccrtiry Ihat tho.: I"cqllc~t in tho.! .lIb!.!"o.: applic:l.lioJ\ 4nd nceump:ln'1ing tI!)C\lmcr\t~ is in aceoldancc ~ilh fhe Cily ~lning Otdin.o.ncc ~nd m"y proccl't'l ~Il ,cqllc~ted. Thi~ dUC\Lfllcnl ....I'en .~igncd by the City Plilnncr consT1llllt'S ... tl'mpor:u'Y Cl'l"tjfkillc or GOtllTll;l; t'lllf1pJillnn' ill1d ..l1ljWS rOfl~lnldjl'1n to cummr:rtC:r:', lh:l\)tr: n('r\'piln~Y, ... Cvnlfk;\ll' ~lr On.lltt,1n~ m~l,\l be i~~\H.'d ~"'" - Planning Oirector Date SJ'll!!eitll Con(lilion,;;, if <IllY 24 hom' nolice fot JIll in~pc(lioll~ (9~1) 447-9tl~\t fax (9:>2) 441~424~ TOTRL P.01 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE ANDunLITYCO~CTIONPE~ Date Rec'd I. White FiI, 2_ Pink City ) Yellow A.pplka.lII rl{,& I Ai 05. 0 +83 I PERMIT NO. {)5. 0584-1 (PI.... "!P- or orin. .... si... a. bottoml I ADI4D/~S~" \DU lJJu..t>~ ?A,,", N.w. I ZONING (office...) I LEGAL DESCRIPTION (ollice use only) LOT BLOCK ADDITION PIDz5.434-. OOf. 0 ~= Il.w \ "- 1"'i.\'Q . (Address) (Phone) BUILDER,. d (Company Name) \.:2,1- ~e:tz."T'" CJ e:c..IolAA.3 ~ L (ConIaClName) J:>D~ !:7t....Ar-l (Address) 4.4fSI l,.0~r ~,.,., / TYPE OF WORK [!f New COIlStruction ODed< OPorch ORe.Roofing ORe.Siding OLower Level Finish DAddioon OAlteration DUtiJity Connection 0 Misc. CODE: OU..C. OI.B.C. Nf'PA lOS Type of CnD5lrDctiOD: I n ill IV V A B Ocaspancy Group: A B E F HIM R S U DivisiOD: I Z 3 4 5 (phone) (95Z ')B 35"- S81 0 (Phone) 5Stl-3S- o Pireplaa: PROJECT COST IV ALUE (exc1udin.land) $ 113,010. ro I hcn:by cenify lUll have furnished information on this application which is 10 the best of my knowledge true and COI't'eCt. J also certify that I am t~ owner III authorin't1 agent for the above.mentIoned property a ~t aU construction will conform to all existinl State and local laws and. will proceed in ...._.:....__ with submitttd plans. I am aware lut the building :~" ; '" ": Fu""""'.....J_by..... lhAtth.dty official", t":'"bmjY 5""pan lb. prop<rty 10 ,""onn ";;'iZiios- Si.iI!irure ContraCtOr's License No. ' rfate I Permit Valuation J~ I Park Support Fee # $ I I Permit Fee $ Ill~\. I SAC # $ I I Plan Check Fee $ '1.t~.~'" I Wa.er Meter Size 5/8"j 1"; $ I I Slate Surch'rJ< $ ""'.5'0 I Pressure Reducer $ I I Penalty $ I Sewer/Water Connection Fee # S I I Plumbing Permit Fee $ I Water Tower Fee # $ I Mechanical Permit Fee $ I Builder's Deposit $ I I Sewer & Water Permit Pee $ IO.her $ I Gas Fireplace Permit Fee $ I TOTALDUE t!~ G,. ~LCS" $/923. +8 I ~ ; our BuUdiq Permit When.' .J J ..,.J I Paid /72-3. '7- I Re~No. 171'397 ~tJ~ I Date iL. 2.) cd Bv . (J Buildi nus is to certilJ that ~ request in the above application and _...."_~ L.". :.18 doCuments is in accordance with the Cif)' looinS Ordinance and may proceed as requL'Itcd. This document when signed by the City Planner constitutcs a....... w....,_ Ccrtiftcak of Zoning compliance and aUows construction to commencr, Ikfure occupancy, a Cl'ftir!catC of Occupancy musl be issued _ DUootor Date Special CODCUtions. if any 24 hour ROtitt for aUlnspfCtion. (9!l2) 447~98~. fu (951) 4474145 16200 EaJle Creek Avenue Prior Lake. MN 5537Z 08/02105 TlJE 12:22 FAX 6124474263 CITY OF PRIOR LAKE IgJ 001 (Please ~ or -priot aod sip at bottom) ADDRESS CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZullillG COMPLIANCE AND UTILITY CU'J 11 'Jl.CTION PERMIT FlU; IN nI1IN-4-o&O~ I PERMITNO'!.?5-770 I Dale Rec'd I~FiI<: 2. Pinl. City 3 YelJow Applical1l 14-/00 vV/ L-OS Pr17J-f 1lIf1/ ZONING (oftk, w,) LEGAL DESCRIPTION [offie, ""only) LOT BLOCK ADDmON PID :z.s: 4'34-, 00 I. 0 OWNER (Name) KW/K 77elf' (Phone) (Address) BUILDER (Company Namel 7o,vNA (Contact Name) ,!J;;.I! ;f'PA JAddre~)d4.LL71h '- ';LN lJ\J (Phone) 507. ZB8. /908 (Phone) FAX SU7. zeB. f3.331t F.z.nr lYs-/cr f:J.J\j CjJJJo J . TYPE OF WORK 0 New Construction DDeclc. Dporch ORe-Roofing DRe-Sjding DLower Level Finish 0 Fj~place DAddition DAllention DUtility _u.......;'n CODE: DI.R.c. DJ.B.c. )l MIse Type of Construction: I II m IV V A B OcmplUlcy Group: A B E F H I M R S U Division: 1 2 3 4 5 M&T6.teS PROJECT COST /V ALUE $ (ududing IlUld) x j Permit Valuation . I Permit Fee $ I Plan Check Fee $ I State Surcharge S I Penalty S I Plumbing Permit Fee $ I Mechanical Permit Fee S I Sewer & Water Permit Fee S I Gas Fireplace Permit Fee S 'cation whicb a to the best ofmyknowledge true and rorrect I also certify that 1 am the ~or authonzt.-d agent for the' al xisting stare and local laws and will proceed in accordance witb 5ubmilled plan~. 1 am aware tbat the building t thecity~~lia LJ3qJf;jJ(cm ~e~tGperfunnneedS 3~~ Contractor's Ucense No. ,late - Park Support Fee #' $ SAC # $ Water Meter 5;ze5/8"; 1"; z'1 t!IIe S Pee",ure Reducer 2 n ) IVIISII S Sewer/Water Connection Fee # $ # S r~ /" 1"16T6R..>f!:~~ 300.00 / . $1. /7500 ~OO. 00 Z75'.00 1 Water Tower Fee I Builder's Deposit I Other I TOTALDUE This Application Becomes Your BuDdin(:: Pcnnit Whc:a Approved I Paid I Date //'7') " f) I Receipt No. -;-017"> I By '7;/ 10,/1::'" I / BuiJdit120fficial Date , Th1s is to certify that the rcqul:5t in the ;iliove application and accompanyinB docllm~t~ Co in accordance with the Ci[}' Zoning Ordinance and roo} proettd it'l R'qlll'!ltr:d. This doc:llment when sigl1<:d by the City Planncr consb1utt"S a rcmporary CertifICate of Zonmg compliance and allows COJl:I;tnJctioo to commence. Bmlre occupancy, a. CmlflCollt" of Oca1pilnCY rIMt be' i:iSl.Ied PlanningDireclor Date Special Conditions. if any 24 hour noti<< for all insputions (952) 447~lJ8~. fax (9S2) "47-424~ 16200 Eagle Creek Avenue Prior Lake, MN 55372 08/23/2005 12:24 AJG-23-20lJ5 9525423970 GUARDIAN ANGEL SECUR 11:26 CITY OF PRIOR LAKE MAIN~ PAGE 02 Pl01,l~1 ~"O~~.M~~\\ ~ ' ,,' l.,j , ~' .~ .~ '!J1............ <lo. ."".oal ~DDIlES""""" I \L\\~D W~\d5 CITY OF PRIOR LAKE BUILDING PERMfi. TEMPORARV CERTIFICATE OF WNI!"lG COMPLIANCE AND (TIU'ry CONNtl:TION PERMIT . /1 . PL & t1~qs- () 483 : ?J: r::.~, I PERMIT NO:_ 05 - Q.L~ 'Po.,~ r LEGAL DESCIUPTION (oA"" UK onlyl Dale RIlC'd ____..___...~._~.___._.,......_.._. ,__.._,__.....ca__........_....__ ._._.__..~,....,...........,.., ._........... ) Pl'IQ\ I ZONING t."". _I I i LOT BLOCK ADOITION IOWN'Elt I (Name) ____ , I (Add",..) La.. \<. e. PID (Phone) ._..,.,_......_.._^"'n_....... ~;~~~;~a~~~\~~ f~ ~r'l't~ c;A3a_-S"~/)-~1i~~- t:;:\N~o~l~~~ ~\V&; Mpb {r,N'~~~ TYPE OF WORK Cl N.., COO.lUCOO. n~ O~n"h oa"RooI''''. Oa..W'a& O~ U!v<t .,,,"" Cl....~.'" QAddiclcm D"ktlltWn ~Uu.liIY CGlr'lO<<ti.:wl DMi~i:. CODE: OUtC. OU.C. TyPt O,'COlUtnaa!o.: 1 Oc"''''''.f Gtou" , Dh'i!M<m.: .\ I ! 11 II F I III IV 11 I 2 3 V A . M R S tJ 4 , PIlOJECTCOlIT/VAl.lJ1! $ (......... 1"'1 \~oo.o/) , r~:;;~\:;;ii7i:~I~7'Ii~', I~TnI31l('d IM'''malil.m ,1ft .}o.I. ..ppii~;;;~; "Illlo~ b IJ I"t lll,.'U 11rtl'll' 1Cl"",'lAtI~ \I'JI:" .11'14 COl'I'l.'d, J alIl() nrtifY INtI I un It,~ !);;;t;il~;~~':;'.\i ~;'~;";;"'I ! ~1'\-.wt'.tnlInc_tll Pf'l.1flrl'l'1 'I',) tllol' .:11 f1\>l"'1t\1e1:M1 'WIll ~l'Ir..llm llol ol:l ~lI;"~1'lIl U,l.lf;&rW k.1l....J b"",'l'ld ....011 """"'....... ill :o.<,o.~d"n;:c With wflll'lJ~ plan,;, t Ath..lW&l'li t..'Uf l'il.c bulWW\_ I Jl1!.(W t'il.n, , . I);ll; l""",'j 1," )".' N\', (I".~l'fNJ1Q. (b,ftItry ~.... 'I'\.' nIt ,lmn,ll "" M ltnl,t,r..., l't\:l)' 0<<'11"'" II.:'I>'I'I~, Prfll'tlfy M I.g'fan:'\ MI:~"'C!: lN~115__ f......c. i I X - " .." S;J:"1to \:'Oalk$;(at'SLiae.ue-;.;;o"..."..m"'M'"'''''''''''' _......_,._.''''a,-.~.~9- ! ...... ~- l P~.t V.'\,Jl1ti,1tl _...~..._.".,~-' "7.. '2M. 00 I t~~~~;~~:.'r::.~...~~.::--_u~ '~7: ~~-~ I :~~i~7''''~~' . .','. : ' (.-D -j l'lumbiftA r('~m:l PC'(' s "'-'_.--~'--1 :M~ha1l.:(,oll P~rm.it he S __~ I S;-1oII-;;"&,'-W;,;,:-pt;;....lt I'et ~ \ I. ....__.............., _---j I G:)~ Pif'llp:.:r.<:'e Pl!tll"t PeP, So I I ~- ....:~~~~:,:.~:.;;.;~ . I ~.,"""";"" . 0..", . I hrit $uppnn ft'f: I SAC I W"ter Ml."Ccor S~z(' ~/8.'; {"; I P!'~"ure Reducer I i I . _.._~~-_..._...._....".-I IS-- --'.-j I ScwfrlWawr Con\'K'~lwn 'L~L~" ,I S ) ! :',;::..~:~::~ . --_...__..~._._---+.;_.. ...." . '" .. I Othe, Is I TOTAl. DUE (fa11!if.!f(. ,k".J.4" q I " I Paid I Dal< 70/<5'1 I - ?Z7aI'}'7~""'1 i R.....i~~. ~-'!..TJR.....c. i 8". A__..,",_",.__.,,_.._..._._~_,~j if 4"}'.,$Q . fl. 7.5.0 S"' ri'i,"~.;.-:;;'.~~:-t:-';;''';: Il\~ rQ-:'Iwm m fl\~ "b..:.." "PI"Ii~"Il,", "...j".;:'r.:'lo"l\~n~u~ d/ll:mUolnb b II' f,rCUl'rl:tr"ol.'f ""in, 1~1I ci,'.....;;~lj~.Or.d;~:;n'c.2n4 11'\011\' pI~ ".. flNt!~...lt.I(II. nlh '_'l.,\lflllllll I \ I.\'l\i;l\ '~ll\'d ~ II'''' :..\;~ t'h:'I\~r \:,nllt1.l~('.l. 1I.:!'I'I'm~3I"J C..TIl&'4""...1' "",."III'ilt.vn(lliAN'l' .l.l\d kL1..~.., .:.lldtrtltl~ 'oJ r.''"l'N'ilt. ""Ii.".. .lI'ruIIUt!II, .\ l":"rhYit!MI.: 111 t"k(ul)ll'.(y :1\nt tN.' \ l""'~ . __ .._ , \ ~\"" . --- - - _~~6'"'t!!?:o - .--'.. .- . -- -- llotc ___."..---< \, '-''""':'"'".-i1.\~.~.....t",n).~''2A. \ ~ ~~_____~-..-._(--..M. _,.~ ~_."..,liU.,-~...-".. "\ <.:.:.::-- <::;~--- .~~>;:<.~~ . . TaTI'\. f' . !ill White . Building Canary - Engineering Pink - Planning mm,.DING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED eoMt:STa2- P67/UJLb--U!'7 4-. 15. OS- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ; WI L--O-S fJ/-f17-I Denied My~71e...- LAK.-6 5LW, .< ,/ 4)14- Accepted With Corrections e D'te 5)7 ~\ I Accepted Reviewed By: , Comments: US5- /J111H;v , J P&I<41 IV ~ /~ (L"lelt/ IV - S - 4f33 "The issuance or granting of a permit or approval of plans. specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." v 65' - '-/5~ White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION D.EeARTMENT CHECKLIST .- NAME OF APPLlCANTI{'w; j/;rl ,fJ APPLICATION RECEIVED 1/ - / -;:J - )' The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /4 /~o W,'IJ~ Pc,fiJ 1\ iP; krr I ~ . , Accepted >< Accepted With Corrections Denied Reviewed By: ~ rP Date: 5/t..!cJI::r Comments:~:: ~r'!'.F! Side for Additional Information! - C.f! cfcf...,. Qf!1o ..c- U-I-,",'I-,-/ ,'......s...eJ'.o""'. See Attachments: 1) Grading Plan. 2) Erosion Control Measures "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White . Building Canary . Engineering Pink . Planning NAME OF APPLICANT 6.Ull.DING PERMIT APPLICATION D1;.PARTMENT C...ECKLlST Ii W} lC .\(2- \,:> 4k~ /0"5 APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: '" \ ~\~o W'LDS +"~ N.LJ '. Accepted Accepted With Corrections ..,tJ ~h7is- / I ?~"\I)G- 51"~..J<::.T1Z.m.. t=."-JlQ,AJ~tl'-'U> 0"'; ~ Ov<SIL. 4' 1>.J ~I~t+r. . "2. PI2oV\d)e-" uS.. t>-6i>'r Dl"'- Ar....R.IW......,~O"c- ~\JJ'<~ 1?..6I'U'L~C) ~ ..TANK... ( 8.>8-) A.M) 1\S;~C;:""5IAJo." \: ~Pc..; ("Urftl (Pc.. 2Z~f-ZzO", 4~ P t.:>\J..o& '~e'Sl;/\6....s- ~ ^-"" <i~ C;.. /4.00~) K1M~--!t-:5 eN t Ul L.;O p...J <.0 <p.. 'Pt.;>\II.oe- ~ T fl.v:;s ~~ (\.r, ~ ,,,,,,, (N'tF&-r:dAJ Denied tDlJ Date: Reviewed By: L Comments: ~\NI~ "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." " White - Building Canary - Engineering Pink . Planning BUllJ5fNG PERMIT APPLICATION DI;P.ARTMENT CHeCKLIST NAME OF APPLICANT / / APPLICATION RECEIVED I, . The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ! , t Accepted ~ Accepted With Corrections ,..<,.---...,.",. "/" PRIo'...... . OI1~h...0:'~ . .""" '\.':""'~ ,: -.:..../\/.{..,\.,} . f-,. . I .'7 -. ".1"" 'u .. ". ;j{' I Y\'tmi ..~;. \ '. .' / ''"' 'lr;:~~" / ~/ Date Received II'lk( , Date Reviewed PERlYIIT REQUIREMENT Date: '5/5/05 Request: ~~r ~~ ~ I I Date: Reply: Permit # REPLY DATE Date: ~ /5 J D[;""" Date: Request: ~ ~ Irlot.;.",3RePlY: D ~ ~ +PCiIf(J Date: Request: -(l,J, LDc k IdS~ ~~~,~ Date: Request: ~ ~ J.o-.J..,~ \>.e.- $}: . '6 It'- . '_ ~ fr' ~~~ ~ , B uilding/Planning/E ngin ee ring J:\BUlLOrNG\FOR.vIS\PER.vUT rNFO REQcEST.doc Date: Reply: Date: Reply: Permit Complete 0 Accept D Decline D Accept D DeclineD Accept D Decline D Accept 0 Decline 0 Permit Issued L' White . Building Canary . Engineering Pink - Planning BUILDING Pf:RMIT APPLICATION DePARTMENT CHECKLIST , ,,'- J /,." ..' J/ NAME OF APPLICANT A LI.II l-':" APPLICATION RECEIVED i.I - -r' "/', V'! .rI I ' l/ .. -:-l-"'-~";' The Building, Engineering, and Planning Departments have reviewed the building permit application tor construction activity which is proposed at: . '7'" 1-,\ {~{ / ,~/ ! r 1~.P , , Accepted :;< Accepted With Corrections Denied Reviewed By: ~ f? Date: Comments:~C R:vp,r!';p, Side for Addition~1 Information! - c_tl cf<{""1.98':10'/;- U~"I.,j..}' .'......s.-e~"o__. 5' /t ~ c:xs- '. See Attachments: 1) Grading Plan, 2) Rrosion Control Measures "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation ot any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." PRIOR LAKE INSPECTION RECORD WkCX ~ W.W DEPA. .IENT OF BUILD.ING AND INSPECTION SITE ADDRESS \ 4- \ be:> NATURE OF WORK KLJ llC TP-l? USE OF BUILDING 1 1,-- N e-..J . , PERMIT NO. ~S-~'2, DATE ISSUED S(~ \ fo:=; CONTRACTOR \-(.10 II<... TF-\<" . '?M:, ~ PHONE to o~ -793 -GAlf ~; NOTE: THIS IS NOT A PERMIT FOR A Y OF THE INSPECTIONS BELOW ~<:? THE PERMIT IS BY SEPARATE OCUMENT op\)... ~~ INSPECTOR DATE cw~.-LI FOOTING (1llb""l 4- UKI.v~v.. JI11? G'z.~~>! ~S'I""'" 7/Z1/tk 1"" I '1'>< . .. " I FOUNDATION (Prior to Backfill) ~ V I) ~ lto / iD / "5" I PLACE NO CONCRETE UNTIL ABOVE liAS BEE!N SIGNED ROU~H - INS SEWER I WATER I SEPTIC H to v..'" - 0"5' FRAMINGc.~ 7h"'l~ . trb INSULATION (j h ELECTRICAL "-l. L-. . PLUMBING rr b HEATING (if required) ~ ~t FIREPLACE ~^/ GAS LINE AIR TEST ~f 8-2,-0< O~( COVER NO WORK Il~L ABOVE HA_S BEEN SIGNED ~,-C-fYz.-\r--ll~ ~1~~'V' I f:.J. (j/lf 18-;1-0:-. It'\''b FINALS GRADING (Prior to Sodding) ft~ A-ZS--o;- BUILDJNG'k:~ ~" 11+0-) 8-?!-C>'5 SF !-~...,'.'} ~ ft. ELEC1"RICAL k>.L. . f1.2'1-Dr,;- s.i;>,.- PLUMBrNG. // 8-'J..,\-oc:;- Pl~ t.X.J5J:lf-?f;-tE HEATING ~~~ g-'crv-' P.h - e'29.o:;t DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. ~ 7-/Y-Z- 7-Zt-Ck' -)oW 7-l8=or - "]-j'f-dr '7 -I 't. - tN FOR ALL INSPECTIONS (952) 447-9850 ---" KWIK TR'P Kwik Trip, Inc. 1626 Oak Street. P.O. Box 2107 La Crosse, WI 54602.2107 Phone: (608) 781-8988' Fax: (608) 781-8950' www.kwiktrip.com m ~ "To serve our customers and community more effectively than anyone else by treating our customers, co-workers and suppliers as we, personally. would like to be treated." City of Prior Lake Bob Hutchins 16200 Eagle Creek Avenue, SE Prior Lake, MN 55372-1714 I'~ UU~ [E n ill [E ]1 ~~ MAY 2 0 2005 ) By , May 19, 2005 Bob: Attached are 2 copies of the signed and stamped canopy calculations as requested. Please let us know if there is anything else we need to complete before issuance of the building permit. Thank you for your review. I f < J)~ Bradford Fry, PE Store Engineering Project: 8911 S Structural Calculations for Manufactured By ml~; ;~!~[~ By ________ 40' X 98' (8) Post Canopy STEEL KING CONSTRUCTION CO. a division of KING MFG. CORP. For: KWIK TRIP STORE # 423 - MYSTIC LAKE BLVD & WILD'S PATH PRIOR LAKE, MN 55372 Governing Codes: Itemational Building Code 2000 B.O.CA & U.B.C. - Latest Edition AISC - Eigth and Ninth Editions MBMA - Metal Building Manufacturer's Association Light Gauge Cold Formed Steel Design Manual - Latest Edition American Iron & Steel Institute - Latest Edition Allowable Stresses: Cold Formed Members CS' Grade B - 40,000 PSI Yield 24,000 PSI Design Hot Rolled Structural Shapes A36/50 Dual Grade - 50,000 PSI Yield Columns - ASTM A500 C . 50 KSI Yield Pier & Footing Concrete 3,000 PSI Minimum Strength @ 28 Days ","1111/"1/ "", 'e,. S TI2J I", ~ ~ .............~A.. I, ~~.... <,~ '" ~.:J'/ 9162 ...." ~ - "'. \~ ~ ==!:!! REGISTEREO f!I: :: a: 1 PROFESSION:J~ :0:: ; \ ENGINEER E ;'*\. OF It$ -; -.0... ~ " "'.I: ..,......... :\ '" ,:> "'" NN ESO ~~-.~.. II',..II....'~ Design Loads: 42 PSF LL + Aplicable Load 20 PSF Wind Load 30 PSF Wind Uplift I hereby oertifY that this plan, speoifioation, or report was prepared by me or under my direot supervision and that I am a dUly Regis- tered Professional Engineer under the laws of ~teJPf Mi~nesota. ~~~,~ D14te ~ J [~/o. " Reg. No. ~r~-z. ~ "- 0 - Q) 0 .., l- I Vl ~ I- .. ~&i ICB BRACE 2".3/16" BENT 8M nLEO WELD ACROSS TOP 8M. ~E a: BOlTED THROUGH {DBL PANEL RS. SPACED MAX. 72" D.C. (MAIN INBOARD PURUNS ONLY) ~~. 1 ~ 84 d W14x22 B4A !!I'iS .'4x22 84A W141122 84 W14)(22 rI------~- ~ ----=-<--~---I1.~-------7i\:.-------.--7!'\-+-.-------7i------! ~j le1 COLI ~_ _~... ~_~__WI2!!J.L-.w-s-I'''---_.......!'t2ltl'''_~_~_-------_....!J )(14~~,\________ ., '-xl _ I..... 12x12xl" I ~ lei COL"\. I I le1 eOL 'r.,Cl COL. I le1 eOL "I (TYPICAl) , ,(,. M r \.' - ~ I BilL- _____ 14!!~_ ~~~_ ~____ 1.4x22_ _B2RA_ _____ _~!d2( ~ _____ '_~_ ;ijIG' f i. ~ f Ii f 'i f ~I~I J ? ii~."'R_____ '--. w'2~!.L!'L1'!L__. ___-!!2x'._-!."'RA_____ .__....!.'J<,.~ "1"____ -----!12..!.!!-~i J n., , I I r I I I ' !2 ,L -+ ~I:ll' I I ....L J~ Ii;' t- IIi I- W12"4 '1i;_1 -I Iw 'Ii; I. I- :ll:~1 :f.,n '-1r- --=i ::=rviJ2"C: "~: =-:-." ~=------ .--=.---=--~----._----- -,l2&L4-R;_rA5 -.-=.----- -- ~I B2R n; W14x22 B2L 1_ 14.22 1 t 82M WI4)(22 S2R / 14)(22 ';., I '\ '\.... I ~:', #e, eOL ~ti'" ~-----~~COL~-h- __II ------ --f--!f'- COl.________ -t' _;~COL________ _ Tl-#c, eeL po. I 8 ~ W12)(14 I BY. l Wl2x14 I B3A Wl2x14 53 W12X'., I ll---.-.' --i ----_.=-i._\l!___~ L______W____________ \V_+---------~--._._ ~ ~ 84 I W14x22 I B4A + .~ W14lC22 I 841. W14lG!'i I 94 I Wl4lC22 1- .' -+-5'-0. ~.... s'-o.--l- ! ~ \ -11'-8 2~'-0- I 25'-0. I ,,";,'-0. I \ 2~'-0- I -11'-8.--1 ,23'-0' \ I '- MAX. 11IO"00 SPlICE (2) .3/B- It.'. _/('0) 3/4"' AJ>^ H.S. BOllS 8- VERT. 20 CA. GN..V. m FASCIA f(AU. ....1tRlAl.S lNeelUlUSnBlE) " nRUCTURAL FRAMING PUN Sheet 2- ~G of Live Load: No occupancy live loading expected. treat as a roof Minimum Uniform Roof Uve Load, Lr L.r = 20*R1*R2 WECB2002 1607.11 R1 = 1, assume At <= 200 sq. ft. (worst case) R2 = 1, F = 0.1" per foot length < 4 Eq. 16-4 Eq. 16-5 Eq. 16-8 Lr = 20*1 *1 = 20 pst Snow Load: Flat-Roof Snow Loads, pf = O. 7*Ce *Ct*/*pg Ground Snow Load. pg pg = Snow Exposure Factor, Ce Ce = Terraln Categofy B, Partially Exposed Thermal Factor, Ct Ct = Un_ structure Importance Factor, /s /s = Categofy I pf= ASCE 7.3 50 pst 1.0 Fig. 62.16-1 Table 1608.3.1 1.2 Table 1608.3.2 1.0 Table 1604.5 42 pst - Snow Load required Drift snow loading need not to be considered since no adjacent roof projections are present and the top of the fascia projection is less than 15ft ASCE 7.8 Wind Load: Design Wind Load on Open Buildings, Method 2 Building, Open: Fascia treated as a wall. therefore structu18 has at _60% opening below the fascia, 'S or 4' versus a 15' or 16' clearance Ml<!U 6.5.13 6.2 Design Wind Force, F F = qz*G*CrAf, Ib Eq. 6-20 Velocity Pressure, qz qz = O.OO256*Kz*Kzt*Kd*V^2*/, /bIft^2 Eq.6-13 Basic Wind Speed, V Vel. Pres. Exp. Coet., Kz ElcpooIJre Calegorf B. 20ft Case 1 tor.. ,. , .. and cladding Case 2 for main wind _ng systems Topographical Factor, Kzt Kzt = (1 + K1*K2*K3)^2 No ~ effects Kzt = 1 .0 V= Kz= Wind Direction Factor, Kd Kd = Sclld Signs Importance Factor, / / = Category II. non-h\Jrricane. v = 90 mph qz= 90 mph 0.70 Case 1 0.62 Case 2 Fig. 6-1 Table 6-5 and 6.5.6.4 6.5.7.2. Fig. 6-2 Eq.6-1 0.85 6.5.4.4. Table 6-6 1.00 Table 1-1. 6-1 12.34 pst 10.93 pst Case 1, Co.",..,. ,..andcladdlng Case 2,. MWFRS Sheet 3 of \lVind continue. . Gust Factor. G Flexable structure, natural frequency < 1 Hz G = 0.92S*{(1+1.7*lz*(gq^2*Q^2 + gr^2*R^2)^112)/(1+1. rgv*lz) Iz = c*(331Z)^O. 167 c = 0.3 Consider case A. roof angle = 0 Z = 18 fl. equivalent heghl of structure Iz = 0.33 Fascia Length = 123 fl Fascia Height = 4 fl Q = ((11(1+0. 63*((B1+h)/Lz))^O.63)^0.S B1 = 123 fl h = 18 fl Lz = 1*(z/33)^e 1= 320 fl e = 0.33 Lz = 261.51 Q = 0.84 gr =((2"1n(3600*n1))^0.S + (0. S77I(2*ln(3600n1)^0. S))) Dead Load of all steel at canopy story, W = 63160lb n1 = natural frequency = (k*g)M.?^O.S k = (12*E*')/L ^3 klin frame E = 29000 ksi I = 265 in^4 per column L= 204;n Number of columns = 10 k = 108626 Ibslln 9 = 32.2 flIs^2 n 1 = 7.44 cycles per second gr = 4.64 Resonance Response Factor, R = ((1/B)*Rn'Rh'Rb'(O.53+0.47*R1)))^O.5 B = 0.02 Typical value for steel structures Vz =b*(z/33)^a"V*(88/60) b = 0.45 Exposure B a = 0.25 z= 18 fl Vz= 51.05 flI. N1 = n1*LzIVz N1= 38.12 Rn = 7.47*N11((1+(10.3*N1))^513) Rn= 0.013 n for Rh =4.6*n1"111Vz = 12.07 n for Rb =4. 6*n1*B1Nz = 82.48 Building Length parale/lta wind, L = 40 fl n for RI = 1S.4*n1*LNz = 89.80 Rx = (1In)-(((1/(2*n^2))*(1-e^-2*n)) x = h, b and I Rh = 0.079 Rb = 0.012 zv 6.5.8.2 Eq. 8-3 Table 6-4 Eq. 6-5 Table 6-4 Eq. 8-7 Eq. 8-8 Eq.8-12 Table 6-4 Eq.8-10 Eq..8-11 Eq.8-11a Ii1flnd continue... R/= R= gq= gv= Gf= Sheet '1 .~~ of 0.0111 0.0139 3.4 3.4 given given 0.826 Eq. 6-6 Internal Pressure and Force Coefficients, With and open structure, GCpi = 0.00 6.5.11.1 Table 6-7 Velocity Pressure Exposure Coefficients, With and Exposure Classification B, 20ft height Kh, Kz = 0.70 Components and cladding Kh. Kz = 0.62 MWFRS Net Force Coefficients, ct Solid Freestanding "Sign" Fascia Length, M = Fascia Height, N = 6.5.6.4 Table 6-5 Tables 6-11 123 ft 12.5 ft MIN = 9.84 Ct= 1.37 Wind force per square foot = ... 0:1 .... = 13.99 pst, For C., ., "... and Cladding 12.39 pst, For MWfRS Projected area normal to the wind, At At = M*N = 1537.5 sq. ft. Design Wind Force, F = 190571b Seismic Load: Simplified Analysis One~. single degree of freedom. _ canopIes"- requ", ,'.. for simplified analysis Seismic Use Group I, Seismic Factor, Ie Spectral Response, Short Period 1-5 Period Soil Site Class is D (o0?I .. Short Period 1-5 Period Sms = Fa.Ss Sml =FV"s1 Sds = (213).Sms Sdl = (213).Sm1 Ie = Ss = Sl = unknown) Fa = Fv= Sms= Sml= Sds = Sdl = WECB 2002 1616.6.1 1.00 Table 1604.5 0.10 9 0.06 9 FIg. 1615(1) Fig. 1615(2} 1.6 2.4 0.160 9 0.144 9 0.107 9 0.096 9 1615.1.1 Table 1615.1.1(1) Table 1615.1.1(2} 1515.1.2 Sheet s- Earthquake continue... Seismic Design Category Short Period = 1.s Period = A B Most severe seismic desingn category = B 1-5 governs. Sd1 Seismic shear at canopy story = Fx = ((1.2 Sd)/R)*wx Sd = 0.096 9 Response modification factor. R R = 4 R = 4, if table top configuration, see 3.0 in tab6e R = 2, if a single line or single column configuration, see 6.A Dead Load of all steel at canopy Story, WX = 63160 Ib Canopy story shear = Fx = 1819.008 Ib Design Wind Force is greater than Earthquake Canopy Story Shear Therefore, Wind Controls ! of l~ Table 1616.3(1) Table 1616.3(2) Eq.l6-50 Table 1617.6 -a I m r- a - I) Ii sttT" ,,~Z'-v ~ ~ , / ,I r ' -+ -,-- I - " N ~ o ~ N .j>. l Panel Calc - Un-8alancad Diagram to sheetlof_ Check # 520 roof panel @ Peak FY=40 FB=24 SX + 0.996 SX - 0.782 P=O # Fascia WI. = 0 # / LF WI on Panel end = 0 # X l' = 0 # v W = 46 PLF J:J:::::::::::::::::J::::J:::::::::J.:':::J:::::: A 7.1667' A 4.33' SP C R1 = 104.66 # R2 = 424.19 # Actual Panel Length = 11.4967' . Neg. Moment @ Overhang = C -431.22' # Neg. Moment @ Overhang = C1 -0' # Positive Moment @ CL = R^2 ( SP/2 ) - (W(1/2 L)^2)/2 - P( U2 ) Positive Mqment @ CL OF Panel = 760.02' # fb= Max. Moment. 12 / SX fb = 9157 psi < 24000 psi Therefore OK Use # 520 Roof Panel T Panel Calc - Un-8alanced Diagram Sheet..t3 of 2Jc Check # 520 roof panel @ Lower Roof FY=40 FB"24 SX + 0.996 SX - 0.782 P"O # Fascia Wt. " 0 # / LF I Wt on Panel end" 0 # Xl' = 0 # I v W" 46 PLF J::::::JJJ::::":::JJ:'::r::::J::J::::::::::::: J' 5.588' J' 1.5833' SP C R1" 118.21 # R2 " 211.67 # Actual Panel Length" 7.1713' . Neg. Moment @ Overhang" C -57.66' # Neg. Moment @ Overhang" C1 -0' # Positive Moment @ CL " R^2 ( SP/2 ) - (W(1/2 L)^2)/2 - P( U2 ) Positive M'>>Tlent@ CL OF Panel = 295.7' # fb=o Max. Moment . 12 / SX fb = 3563 psi < 24000 psi Therefore OK Use # 520 Roof Panel Panel Calc - 8alancad Diagram Sheet.J...of l.j?J Check # 520 roof panel @ Lower Roof Continued FY=40 FB=24 SX + 0.996 SX - 0.782 ::::::::::J::::::::J:IIJ:::::::rJ::: " 4.75' H SP 109.3# 109.3# Actual Panel Length = 4.75' Reaction R = 109.25 # . Neg. Moment = (( C^2 * W) /2) + P * C Neg. Moment @ Overhang = 0' # Positive Moment @ CL = ((R*2) * (C+SP+C-4*C) /8- (P) * (2*C) /2 Positive M'OIment@ CL OF Panel = 129.73' # fb= Max. Moment * 12/ SX fb = 1563.01 psi < 24000 psi Therefore OK Use # 520 Roof Panel Panel Calc - Un-Balanced Diagram zJti SheetJ!2.of_ Check # 440 roof panel - Soffit FY=40 FB=24 SX + 0.731 SX - 0.518 P=126.79# FasciaWt.=109.3#/LF I Wt On Panel end = 109.3 # X 1.16' = 126.79 # I v W= 12.76 PLF :::::1:::: J:::: r::.: II:::::: J.':::: J::.'J:I:::J:::I J J:: :: 4' ... 11.25' J&. 4.75' C1 SP C ~ R1 = 65.56 # R2 = 316.43 # Actual Panel Length = 20' . Neg. Moment @ Overhang = C -746.2' # Neg. Moment@ Overhang = C1 -102.08' # Positive Moment @ CL = R^2 ( SP/2 ) . ( W(1/2 L)^2)/2 - P( U2 ) Positive Mevnent @ CL OF Panel = -125.98' # fb= Max. Moment. 12 / SX fb = 17286 psi < 24000 psi Therefore OK Use # 440 Roof Panel Check # B1R Beam Sheet P = 109 # I I W=(209.3211 000) /1 + 0.016 = 0.2253 KLF v :: J:::::: J J::::::::::::::::::::::::::::::: J:::: J:::: J:: J: II J:::::::::::J:::: J::: 1: 1 A 25 A C SP I<--X= 12.47---' R2 = 3.16K R1 = 2.81K Negative moment = [(C ^ 2 * W) /2] + (P * C) Negative Moment @ overhang = 0.22 PI. Kips Positive Moment = [R1 * X ]/2 Moment @X= 17.52 Ft. Kips Actual Benging fb = Max. Moment * 12 / SX Neg. fb = 0.15 KSI < 33 KSI Therefore OK Span fb = 12.29 KSI < 24.11 KSI Therefore OK Use W12X16 OK . I 1\ zJo of Try W12X16 Beam SX=:17.1 rp50ksi RT =: 0.96 LB Overhang = 12 Inches LB Span = 12 Inches URT =16.67 in. & 75 in. LC = 34 LU = 43.2 Neg. Moment F('II)= 33 KSI Sp.n Moment F('II)= 24.11 KSI Check # B1RA Sheet Beam P=OK P=OK I I I W=(209.32/1 000) /1 + 0.016 = 0.2253 KLII v v .1:J::::::::J::::::::.:':::.T::::.TfIJ::::::JJt::::::::llfJJJJJJ::::UJt t 25' t BL I R = 2.82K R = 2.82K Pos~ive Moment = W*BL ^2/8 Moment@ centerline = 17.6 Ft. Kips Actual Bending fb= Max. Moment * 12/ SX fb = 12.35 KSI < 24.11 KSI ThereforeOK . Use W12X16 OK 12-- of l(o Try W12X16 Beam sx= 17.1 ry=50ksi RT = 0.96 .8 Span = 12 Inches JRT = 75 Inches _U = 43.2 Therefore FB= 24.11 KSI Check # 82R Beam Sheet P = 109 # I I W=(424.19/1000) 11 + 0.022 = 0.4462 KLF v ::::::::::::,:J:J::::::IJJ::::::JIJ::::::JJ:J::::::JJJ:::::J:J:::::::::::JJJ7J::::::: 1 A 25 ... C SP I<--X = 12.46-' R2 = 6.15K R1 = 5.56K Negative moment = [(C ^ 2 * W) 1 2] + (P . C) Negative Moment @ overhang = 0.33 Ft. Kips Positive Moment = [R1 . X J/2 Moment @ X = 34.64 Ft. Kips Actual Benging fb = Max. Moment' 12 1 SX Neg. fb = 0.14 KSI < 33 KSI Therefore OK Span fb = 14.33 KSI < 27.88 KSI Therefore OK Use W14X22 OK . I~ 1lP of Try W14X22 Beam SX=29 fy=SOksi RT=1.25 LB Overhang = 12 Inches LB Span = 12 Inches URT =12.8 in. & 57.6 in. LC = 49 LU = 56.4 Neg. Moment F(all)= 33 KSI Span Moment F(all)= 27.88 KSI Check # B2RA Beam Sheet P=OK I I I W=(424.19/1000) 11 + 0.022 = 0.4462 KU I v v JJ r:::::: f'::.'J:::::: :::::::::::: If '::::::::1:::: ::::::::J J:J.' ':::s::: t 25' t BL P=OK I R = 5.58K R = 5.58K Positive Moment = W*BL ^218 Moment @ centerline = 34.86 Ft. Kips Actual Bending fb= Max. Moment * 12 1 SX fb = 14.42 KSI < 27.88 KSI ThereforeOK . Use W14X22 OK . 14 of ~ro Try W14X22 Beam SX = 29 1'y=50ksi RT=1.25 LB Span = 12 Inches URT = 57.6 Inches LU = 56.4 Therefore FB= 27.88 KSI Check # B3E Beam Sheet P=OK P=OK I I I W=(211.67/1000) /1 + 0.014 = 0.2257 KLlI v v ::J:J:J::::J:::r::::J::::J::::::::J:.I",",","r",."JJ:JI::::J::r:"::::r t ~.1~S i . B~ R = 2.28K R = 2.28K Positive Moment = W'BL ^218 Moment @ centerline = 11.5 Ft. Kips Actual Bending fb= Max. Moment '12/ SX fb = 9.26 KSI < 23.91 KSI ThereforeOK Use W12X14 OK . IS at ~VJ Try W12X14 8eam sx= 14.9 1'y=50ksi RT = 0.95 LB Span = 12 Inches URT = 75.79 Inches LU = 43.2 Therefore F8= 23.91 KSI Check # B3 Beam Sheet P=1.99K I I W=(211.67/1000) 11 + 0.014 = 0.2257 KLF v J:::S::.r::::.r If.V::::.'! II 1.':. JJ r::::JJ.:::::fIJ.T::J JJ r:::. ::fJ,',"'I"I""",.j. 1.5 A 25 A C SP I<-X = 11.92'- -, R2 = 5.28K R1 = 2.69K I~ t~ of Try W12X14 Beam SX= 14.9 ry=50ksi RT = 0.95 LB Overhang = 12 Inches LB Span = 12 Inches URT = 16.84 in. & 75.79 in. LC = 30 LU = 43.2 Neg. Mom. F('II)= 30 KS/ Span Mom. F(./n= 23.91 KS/ Negative moment = [(C ^ 2 . W) 1 2J + (P . C) + 0 Ft- Kips (Mom. @ X from Previous Beam) Negative Moment @ overhang = 3.24 Ft. Kips Positive Moment = [R 1 . X ]/2 Moment @X= 16.06 Ft. Kips Actual Bending fb = Max. Moment. 12 1 SX Neg. fb = 2.61 KSI < 30 KSI ThereforeOK Span fb = 12.93 KSI < 23.91 KSI ThereforeOK Use W12X14 OK . Check # B3A Beam Sheet P=OK P=OK I I I W=(211.67/1000) / 1 + 0.014 = 0.2257 KLlI v v JJII::J:J:.:::::::::::JJJ:::J::::::::::::J:J::::::r::::::::::JJ:J::::r t t 25' BL I R = 2.82K I R = 2.82K Positive Moment = W*BL ^2/8 Moment @ centerline = 17.63 Ft. Kips Actual Bending fb= Max. Moment *12 / SX fb = 14.2 KSI < 23.91 KSI ThereforeOK . Use W12X14 OK . 11 of ~G Try W12X14 Beam SX=14.9 rp 50 ksi RT = 0.95 LB Span = 12 Inches URT = 75.79 Inches LU = 43.2 Therefore F8= 23.91 KSI LOWER ROOF = 118.21 # @ 12" O/C LR. CONTINUED = 109.3 # @ 12" O/C P = 1134 # SOFFIT = 316.43 # !Sl14" O/C Try W14X22 I TOTAL = 581.866 #@ 14" O/C I W=(581.866/1000) I 1.16 + 0.022 = 0.5236 KLF v :: f.' J:: J J J: :::::: J::::::::::::::::::J:: J: J:: ::::::1::J:: !::: JI:: J.' J J:: r:: J:: I: J.' 11.5 A 20 A C SP I<-X = 5.44--> Check # B4 Beam Sheet R2 = 14.78K R1 = 2.85K Negative moment = [(C ^ 2 * W) I 2] + (P * C) Negative Moment@ overhang = 47.66 Ft. Kips Positive Moment = [Rl * X ]/2 Moment @X= 7.75 Ft. Kips Actual Bending fb = Max. Moment * 12 I SX Neg. fb = 19.72 KSI < 33 KSI Therefore OK Span fb = 3.21 KSI < 27.88 KSI Therefore OK Use W14X22 OK 10 .tv of Beam SX = 29 RT= 1.25 LB Overhang = 14 Inches LB Span = 12 Inches URT =12.8 in. & 57.6 in. LC = 49 LU = 56.4 Neg. Moment F(all)= 33 KSI Span Moment F(all)= 27.88 KSI f'y=50ksi Check # B4A Beam Sheet P = 2.85 K I I I W=(581.866/1000) 11.16 + 0.022 = 0.5236 KLF v :::: J:: J.':J:::::::::::::::: J:::: J: J:.:: J:::: J::: J:::: :: :1"1.,.1'.".,.".,;',:: If:::::: J::J ~ r ~~ I<-----X = 10.92'.--l R2 = 12.84K R1 = 5.72K \0 of '1}+7 -Try W14X22 Beam SX = 29 fy= 50 ksi RT=1.25 LB Overhang = 14 Inches LB Span = 12 Inches URT = 12.8 in. & 57.6 in. LC = 49 LU = 56.4 Neg. Mom. F(all)= 33 KSI Span Mom. F(all)= 27.68 KSI Negative moment = [(C ^ 2 " W) 12] + (P " C) + 0 Ft- Kips (Mom. @ X from Previous Beam) Negative Moment @ overhang = 20.8 Ft. Kips Positive Moment = [R1 "X ]/2 Moment @ X = 31.1 Ft. Kips Actual Bending fb = Max. Moment "121 SX Neg. fb = 8.61 KSI < 33 KSI ThereforeOK Span fb = 12.87 KSI < 27.88 KSI ThereforeOK Use W14X22 OK Check # B5 Beam Sheet P=1052# I I W=(65.56/1000) 1 1.16 + 0.014 = 0.0705 KLF v :: If:::::: 1::J 'J::.:....::.."J ': ': II:::::::::::::: J: J:: J:: r:: J:: J J:::: J: ::J:: J: :: 11.5 A 20 A C SP I<-X = 0---> R2 = 3.4K R1 =-0.13K Negative moment = [(C ^ 2 * W) 1 2] + (P * C) Negative Moment@ overhang = 16.76 Ft. Kips 1/0 1(P of Try W12X14 Beam SX = 14.9 ry = 50 ksi RT = 0.95 LB Overhang = 14 Inches LB Span = 72 Inches URT =16.84 in. & 75.79 in. LC = 30 LU = 43.2 Neg. Moment F(all)= 30 KSI Span Moment F(all)= 30 KSI Positive Moment = [R1 * X ]/2 Moment @ X = 0 Ft. Kips (span never reaches pos. moment) Actual Bending fb = Max. Moment * 12 1 SX Neg. fb = 13.5 KSI < 30 KSI Therefore OK Span fb = 0 KSI < 30 KSI Therefore OK Use W12X14 OK With # CB Braces max. 72 Inches on Center Check # B5A Sheet Beam P"-0.13K I I I W"(65.56/1000) /1.16 + 0.014" 0.0705 KLF v rl[]~~rl~[r~]l~li~[~~]~~[]]~]~~J::::]::::[::: ~ A ;~ I<---X" 12.41' ----f R2"1.11K R1"0.88K zJ ttc of 'Try W12X14 Beam SX = 14.9 fp 50 ksi RT = 0.95 LB Overhang = 14 Inches LB Span = '12 Inches URT = 16.84 in. & 75.79 in. LC = 30 LU = 43.2 Neg. Mom. F(all)= 30 KSI Span Mom. F(all)= 23.91 KSI Negative moment = [(C ^ 2 'w) /2] + (P , C) + 0 Ft- Kips (Mom. @ X from Previous Beam) Negative Moment @ overhang = 0.23 Ft. Kips Positive Moment = [R1 'X ]/2 Moment @ X = 5.36 Ft. Kips Actual Bending fb = Max. Moment '12/ SX Neg. fb = 0.19 KSI < 30 KSI ThereforeOK Span fb = 4.32 KSI < 23.91 KSI ThereforeOK Use W12X14 OK With # CB Braces max. 72 Inches on Center CHECK # B6 BEAM '1 z)-.{' SHEETZ- V OF TRY 16 x 50 BEAM 81R 84 83 82R 85 3.16 85 82R 83 84 14.78 5.28 6.15 3.4 ~ 3.4 6.15 5.28 14.78 . ... 2 . ... ..- .. 2 ..- + 5.16 2.58 t 1.5 4 4 1.5 t 2.58 5.16 R= 31.95 R= 31.95 11.5 11.4 ~'25 5.175 37.42 1.775 20.44 ~0.31 15.03 14.77 129.53 1.575 o o 1.585 1.785 37.42 5.185 5.26 11.41 129.53 14.78~ 15.04 20.32 20.45 11.51 Fb = (129.53 * (12))/ 81 = 19.19 < 22 KSI THEREFORE OK USE W16 x 50 BEAM CHECK # B7 BEAM B4 12.84 .. 5.16 o B3 B2R 5.51 11.14 .. 2. 2.58 , R = 34.1 B5 1.11 " 1.5 15.4 15.31 ~.17 4.1025 48.52 2.9925 114.94 12.84~ 13.07 18.58 18.7 B1R 5.63 ~ 4 2.8125 L 2.8175 SHEET ).) OF Z. ro 4 B5 1.11 " 1.5 TRY 16X45 BEAM B2R B3 11.14 5.51 .. 2 .. , 2.58 R = 34.1 B4 12.84 .. 5.16 18.695 ~8.58 13.07 12.84 114.94 15.405 Fb = (114.94. (12))/72.7 = 18.97 < 22 KSI THEREFORE OK USE W16X45 BEAM 2.9975 48.52 4.1075 4.175 15.31 o Cheek # C1 Column Sheet .'t~ of t(; (@worstcondition) Pv = 34.1 Kips PH = 4.e02 K \1 .., ~ ### -> ### -> ### -> ### -> ### -> ### -> ### -> ### -> ### -> ### -> ### -> ### Try W12X12X0.25 Tube I \ 1\ .:~ A500C Grade Stl. SX = 44.1 R = 4.78 Fy = 50 KSI SII. A = 11.6 in^2 F'e = 33 Crnx = 0.85 Lu = 17.16' Lc = 17.92' II 0.76' ### Le = Total Column Length = 17.92' Lu = Unbraced Length = 17.16' We = Wind on Column Face = 0.02 Kips/If t 1/11I1/11I1/11I11I111I11I1 t PV = 34.81 Kips Wind Force on Fascia, PH = 12.25"2"20*98/10 Col's = 4802# Wind Mom. = ((Wc*Lu^2)12)+(PH*Lc)) = 1068 Kip-in kllr = 1.5*12*17.92/4.78 = 67.48 Fa = 21.4 KSI fa = Pv I A = 34.81/11.6 = 3.001 fa/Fa = 3.001/21.4 = 0.14 fb = M I Sx = 24.218 KSI Fb = 50 KSI* 0.6 = 30 KSI fa/Fa + fb/Fb = 0.95 < = 1,333 Therefore OK Use TS12X12XO,25 OK Bv insoection A500c Grade Steel Check # C1 Column ./ 77 J/ of 1(P ?/ Sheel Moment in Base Plate @ Worst Condition + o ~ 1.5..11.5" .- (,~ I A 0 \ - ~ / , , ~ , , , , , 0 B = 22" -.1;.j15" 1 d = 16.5 M = 1068'0.75 = 801 Kip-in Pv ~ 34.81 Kips -. 1.5" 1.5" _ 12" 1.5" i 12" 0 ~ 1.5" t -0 o '7 ... Plate desian * C=0.5*(5.55)*(1.125*B)= 3.122 *B EM = ((34.81*7.5)+801)-(3.122B*(15.13)) = 0 ~ 18" ~ Kd = 16.5*(1.125/3.345) = jd = 16.5 - 5.551 Kd - 1.5 = ~~ ~ Kd ~I t> 1_ 1.5.... I B= 22.48 "w/o Stiffners Therefore Use: 22 .. with Sliffners p' = 1.125 * 4.05/5.55 = 0.821 Koi M = (1.5^216)*((2*1.125)+ 0.821) = 1.15 1= (6*M I 27)^1/2 = 0.51 "w/oStifrs A = 36C Modified Bolts p= 1,125 Psi n = 9 Is = 20 Ksi fb = 27 Ksi fsIn = 2.22 I~JD 5.55 " 15.13 " p' Use Plate 18 in X 0,75 in X 22 in wi Stiffners Use 1814" X 1/4" X 0'-3" Stiffner Plates Ea. Column !oil Max. Weld to Base Plate & Column Anchor Bolts: A36 mod 10 min 55 ksi yield FI = 33 ksi 1" rd. A36C mod. - ALLOWABLE T = 20.0 Kips I Bolt Col. DL = 14.213 Kips Therefore, 14.213 k * 7.5 in 106.5975 Kip-in M = 801 - 106.5975 = 694.4 Kip-in T = 694.4/16.5 = 42.08 K so, 42.08K 13 Bolts = 14.03 K Therefore OK Use (6) 1 in. Rd. A36C mod. Bolts, Ea. 24 in. Long wi 4 in. Hook End @ Ea. Column L= 7.5' Check # "7b y zto C1 Column Sheet of .Check Bearina CaDacitv Width 7.5' t Max. Allowable Soil Bearing = Allowable Passive Soil Press. = 2000 psf 150 pst ... Equivalent PH = Col. Moment/l21Col. Length PH = 801/12/18.17 = 3673.6 Pounds + Sx = 7.5 * 7.5^2/6 = 70.3 FT^3 fa = AxiallA = 34.81 / 56.25 = 618.8 Psf fb = 3673.6*22.17/70.3 = 1158.52 Psf fa + fb = 618.8 + 1158.52 = 1777.32 Pst < 2000 Psf Therefore OK y Footlna Plan VIew 'Check Faatina Stabilitv P Can. D.L. = 14.213 K + ~ Overturing Moment = 3.67 K * (18.17+4) = 81.44 Kip-Ft Stabalizing Moment = (14.213*3.75) + ((7.5"7.5*4*0.15) * 3.75) + ((7.5"7.5*1.01* 0.15)*3.75)) +((4^2)*0.1512)"7.5*1.33' = 53.3 + 126.56 + 31.96 + 12 = 223.82 Kip-Ft , \ ... Factor of Safety Aoainst Overturnino Pr = ((4^2)*0.1512)*7.5 223.82/81.44 = 2.75 > 1.667 Therefore OK D = 4' Footing Weight And Surcharge Pr=9K -0( t 1.33' + l' .r -0( 7.5' Width t Use 7.5' x 7,5' x 4' DeeD Footinas iii) Ea. Columl! wi 181 #5 Rd. Verticals + 141 Cant. #4 Rd. Horiz. Ties .Check 30 PSF Wind UDlift P Wind Up = 40' x 98' x 30 x 0.75 = 88200 # up - Note: As Added Safley Factor, No Canopy Dead Load is Included in Uplift Cales Footing D.L. = 7.5' x 7.5' x 4.76' x 150 Pcfx 10 Col's = 401625 # Down ** Dead Load> Uplift ** Therfore No Uplift 2 "3 .L ..6 fc I'jl , ' .10 I c:.O{n~r ! ::{/6 r;,' 17 "'-0 ;JIV c,{) ,- ,'- " v/ __ 2C~, __~2:~1 -' JUMJ!-1A rlON ,Ie I : '.I ,10/ ~ ~I-""~- -- I (i' )!/~/',Ioi ---..' --- -,<-- j. '------,---,1 / . lll~;---+-'U~ li -~' II \.,- / 12. cl/-" ". ..J..11 / c,oE6'1 .' (,ifl!{J[Ii/E:55 ~~- @ , rD IS,.., i, ",frO , I ;2 ~ 2 "" .~ 2 1 r'" -C) I I. ~ 0.1/ ~ ~ ,002:5 ~ ~ . OS! '5 /A, / ,'~ ~'_~~.S__2.L.__ \ -.. I 0 f I )0 /,/ t" I / / "-- L "i- il Ii JJ y~, /,I/K i 440 fJA/Ja 6 f ~ W6I1 ~ W'w/OE' '"-- 4 ,. DEEP :::-6 t, ;'28 /A/C' D.,.... A J2c... L ~ :)/j1,,1 NcL L:'E),/,"'-Z.C' ,~' r ./2A D/t.j> "o5/C; _"",c CCI2ii..'E:J=-' ; /' ,; :::,7 1'1;;'::: 0, !.....' .... X ..v.......' I_i o AXI) 1:5 ,IJE6LiGI!3L[ .1 C,:: eoENE2.. AE:x){_.''!- Irs OnJiL1 .:::;cL'T!2tJLD4L E.c.EMENi ./\/ D . I L Y EFF;;;c.T!i6 fEAlGTiI DI5T FROM C./A/ ) (3 - - IZ't / 0(/;"1;./)/13 ~ Z " C. 4Cf I c t),tjg,Z- .3, &54- A X O,IZg ~ .5lZ J ,c614 , Z " a.8co , I. i'&,()O 3,981 2 " ;.&; 7.fpO 0 ?Ooo 1'3.800 0,Q/9 2 ')( tD. /2(., = 0,250 {J.o4Q 24,.75 IN Yet A,XIJ FZDM 150TT 27.45(", _' J. II ., 24-,75 - //6ft!" Dlj'7ANt:.E C'F Af?EA <'4-,75 ><058 . C,94/ IN z- c {INE.4 E 1; 0;:: -"LE:'A./e.!JT> AbouT TcTA L Till: 12. , .L. 3 2 II ~ 2 )( 1'2 L. 491 ) = -I Z / (3. 'BOQ):' Z .14- -t T2. , .5uA1/I1A7/ClL) L (YZ) 0 A-1wus AaUAL ; SUMM/I nOM (. (Y~'J) ~ I , L1/...J~A E.. Ix . I" '[ -" 55.S7'1-.< ?4-;JS ().Jr J> .,.. ;;" .i. < t!J 0 >'8 :: '2', II 2_8~: = 0.731 I" 3 -5E-C//Qt1J .A..-1CDiJ'L,jS L (y) (IN') 3&89 ?n3 (,,37 / 5 ? 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ItCTVAL II' = ..z;/ t $-r6.ttt?.Y tl.038u = /.8(,P(//V.4- J,CCTltV-l Mtl.//VCclf S.x' /.Gr,oV;tS76 . o.7B'Z IN. 3 1 .'7 .J: .~;<:. 1./to!>A...'"It!;., t i.,cJI.f/lN4 MOME/'IT IlIc6Apyc = 'ZZ,t<.'?G'2. ~/.7,Z/)" . 0.'< r.;;l-r- KLINE INSPECTION SEHVICE 8044 0:nrth Suntn ':-'lonicn Blvd. . ~til\\"aukee. \\'iseonsin ;);1217 Tclc.pl10:1F :~;32-S77~ October 20,1982 King Manufacturing Co. 1100 South Watertown Street Waupin, Wisconsin 53963 Attention: Mr Dave W. Fellin Dear Sir; Below listed are the results of the Drive Clips submitted by you for retest on October 15th, 1982. Twelve cilps were tested in a new fixture made by our personnel. A sketch of this fixture is enclosed. The new fixture is ridgitl and more properly subjects the specimen to actual loading. Spec# Yield Load Ultimate Load Failure Pt. 1 1485# 2820# Angle 2 1520# 3050# " 3 1560# 3220# " 4 1620 3200# " 5 1560# 3140# " 6 2080# 370al 13ar 7 1650# 3220# Angle 8 1580# 2880# " Gl 1640# 3160# " 10 1610# 3000# " 11 2180# 3400# 13ar 12 1780# 3120# Angle The Fixture was formed of a welded set of boxes with a pulll tab (1/2"x2 1/2" bar) overthe center of the notch,therebY locating the load directly over the opening and abtaining a more aCCUT'ate-.- loading. One of the ciips attached to the fixture and all of the clips will be returned to you. You will note the angle flattened to approx. 1/2 of its length, rather than the toes only as was found on the first test. The fixture for the first test loaded more to'm-r.d the end of the angle and bar, causei ng an uneven loading, that started at the toe of the specimen. Respectfully submitted, 1 /./ /-7 ~rL f-~"'-~_ f J. F. Kline \,;Kline lnspection Service RESEARCH TESTI:\G I:\SPECTIO:\ MINNESOTA DEPARTMENT OF HEALTH Division of Envirv=~mal Health REPORT ON PLANS Plans and specifications on plumbing: Kwik Trip, County Road 83 and Wilds Path, Prior Lake, Scott County, Minnesota, Plan No. 053619 OWNERSHIP: Kwik Trip, 1626 Oak Street. P.O. Box 2107, LaCrosse, Wisconsin 54602-2107 SUBMITTER(S): Tonna Mechanical, Inc., 2411 Seventh Street NW, Rochester, Minnesota 55901 Plans Dated: April 7, 2005; April 2;2, 2005 Date Received: May 3, 2005 Date Reviewed: May 12. 2005 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the.design of structural features and the efficiency of equipment must be taken by the project d.o;~.r. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications, should be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Depa. ;'a~a;' of Health when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call the metro office inspection hotline at 1-800-926. 6216 (7:30 a.m to 9 a.m), or 651/215-0836 (8 a.m to 9 a.m) on Monday, Wednesday or Friday. REQUIREMENT(S): 1. The horizontal portions of the island vents must be pitched to drain at lA-inch per foot minimum (see Minnesota Rules, part 4715.2655). A cleanout must be provided on the vent pipe at the wall. 2. The prep sink must be directly connected to the drainage system A floor drain that is not equipped with a backwater valve must be provided on the dedicated drain branch, upstream of any other waste connection (see Minnesota Rules, part 4715.1390). 3. Grease interceptors should be installed only where required by the local jurisdiction. If a grease iv.;'v.vvp;'vr is required by the local jurisdiction, it must be constructed and installed in accordance with Minnesota Rules, part 4715.111 O. The following ite= must be included in the construction of the grease interceptor: a. The interceptor must be equipped with a flow control device that is vented, and connected to the continuous vent system b. The interceptor installation shall be capable of passing the final manometer test. c. The tell-tale floor drain required for the wash compartment of the three-compartment sink should be installed on the discharge line of the grease interceptor, and must be upstream of the main. Kwik Trip Plumbing Plan No. 053619 Page 2 May 12, 2005 4. Pot or scullery sinks must be provided with waste outlets not less than 2 inches in diameter (see Minnesota Rules, part 4715.1390, subpart I). Each trap and waste pipe serving the three-compartment sink must be at least 2 inches in size (see Minnesota Rules, part 4715.2300, subpart 3). 5. All CUUll'Mvial kitchen sinks, with the exception of mop sinks and hand sinks. shall be provided with 3/4- inch hot and cold water supply branch lines as a minimum (see Minnesota Rules, part 4715.1730, subpart 2). This shall include the prep sink. 6. Water supply connections to fixtures or equipment which have submerged inlets,. or inlets below the spill line of the fixture or equipment, must be provided with an air gap arran"vULU', approved backflow preventer or backflow preventer assembly as specified in Minnesota Rules, part 4715.2000 and part 4715.2010. This shall include all beverage equipment. All potable water pipe up to and including the backflow prevention devices must be installed by a licensed plumbing contractor. 7. The installation of reduced pressure zone backflow preventers is pennitted only when periodic testing is done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals shall not exceed one year, and records must be kept. All devices must be tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installation of new backflow preventers must be at least 12 inches, but not more than 6 feet above the finished floor or ground level. 8. A water distribution branch serving two tank.type water closets must be at least 3/4.inch in size (see Minnesota Rules, part 4715.3800). 9. No ASTM D3034 pve may be installed inside a building (see Minnesota Rules, part 4715.0570 through part 4715.0600). If plastic pipe is used for the drain, waste and vent system: a. ABS plastic pipe shall comply with ASTM Standard D 2661 or F 628. b. pve plastic pipe shall comply with ASTM Standard D 2665, D 2949. F 891. c. It must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600. Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above-grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. . d. Solvent weld joints in pve and epve pipe must include use of a primer which is of contrasting color to the pipe and cement (see Minnesota Rules, part 4715.0810, subpart 2). 10. The copper water distribution piping must meet ASTM Standard B 88 (see Minnesota Rules. part 4715.0520). II. Each building must have its own independent connection with a public sewer, except that a group of buildings may be connected to one or more manholes constructed on the premises, which are connected to a public or private seWer. These manholes must conform to the standards set by the local sewer authority (see Minnesota Rules, part 4715.0310). 12. The submitted drawings indicate the installation oftwo sand interceptors in the car wash, for which the required plan review fee was not included. As the accelerated review option was chosen, please submit an additional $140 for the plan review. K wik Trip PluIribing Plan No. 053619 Page 3 May 12, 2005 13. The submitted site plan appears to indicate the installation of storm sewer service connections to the main building and the car wash. The mechanical drawings do not show internal storm drainage systems. Therefore, internal storm drainage systems may not be installed in the buildings until plans have been submitted to and approved by this office. A plan review fee was not included for the site storm drainage system As the accelerated review option was chosen, please submit an additional $300 for the plan review. 14. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250. NOTE(S): 1. The scope of this project consists of the construction of two new buildings. The pluIribing installation includes restrooms, cuwuMoial kitchen equipment, sand interceptors, and a flammable waste interceptor. 2. This facility is served by new municipal water and sewer service connections, Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that reconnnendations or requL.vuoCu:.s for change will not be made at some later time when changed conditions, additional infonnation, or advanced knowledge make improvements necessary. Approved: ;$- /~,Cr/ Bradley C. ~ckson Public Health Engineer Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164.0975 6511215-0853 BCE:lss Enclosure cc: Tonna Mechanical. Inc. Kwik Trip / Mr. Robert Hutchins, Plumbing Inspector V File nAGRICULTURE ~ FROM THE FARM TO YOUR FAMILY June 29, 2005 Scott County Kwik Trip Attn: Mr. Brad Fry 1626 Oak Street LaCrosse, WI 54603 Dear Mr. Fry: This office has completed a preliminary plan review for the Kwik Trip store #423 located at the Intersection of Wilds Path & Hwy 83 in Prior Lake, Minnesota. The plan review was conducted as required by Minnesota Statute Chapter 28A and the Minnesota Food Code Cbapter 4626. The Minnesota food code is the primary governing document for this review and may be found on line at www.leQ.state.mn.us/leQ/statutes.asn by requesting Minnesota Rule Chapter 4626. All appropriate permits from tbe local autborities sball be applied for and issued prior to starting any work on tbe site. Failure to comply witb this may result in a delay or this orrlCe not issuing your retail Food Handlers license until the. ..' permits are issued. Our inspector will verify tbat tbe permits bave been obtained. The Minnesota Department of Agriculltrre grants preliminary plan approval to the plans for this proposed food establishment. Upon this agency certifYing that all items in this review have been addressed, fina1 plan ,""Y'" ,,,,j will be granted. This preliminary plan approval is based upon the plans submitted to this office. Anv deviation from the aonroved nlans and snecifications must have nrior annroval from this 8Qencv_. Preliminary a. . ".d of the plans and specifications does not constitute endorsement or acceptance of tbe completed establisb- ment. Periodic on-site inspections may be made during construction. A final inspection of tbe eompleted establisbment, witb equipment installed, must be conducted to determine if it complies witb the requirements of tbe Minnesota Food Code. Contact Food Inspector Steve Clancy at 651-552-5062 to arrange for a final inspection. An anticipated completion opening date of August 12, 2005 was indicated on the application form and you are listed as the contact for this project at 608-793- 6414. General Comments Tbis review was for a 4800 sq. foot newly constructed convenience sture. No HACCP plan was submitted witb this plan and none was review. Notbing sbown in the plans indicated tbat a HACCP plan was necessary. No..... ....as su'.' .,,1 witI1 tIoe nlans. Licensiug of your firm is dependent upon proper installation of au approved water supply, plumbing and waste system. Our inspector wiD review your approval letters from tbe appropriate autborities to insure tbese requirements are met. Pursuant to MS 31.175 a license sball not be issued or renewed witboul approved plumbing, water and waste 'i':--S. (4626.0980, 4626.1030) (5-101.11, 5-401.11) Also our inspector will review approvals from building and fire officials before granting final approval. Please provide copies of approvals for review at tbe final inspection. Minnesota reelnires tb.al alleollinment be Certified tu the National Sanitation F, ..,.. Sta.danIs lOr dean abilitv_ durabilitv and oerformanu.. New or used eouioment not meetinl! these standards are Drollibited. Anv eGuioment instaUed tbat does not meet these standards mav be ordered removed.. AD eqll- . . as snbmitted B1et the ANSIlNSF standards. You sbould be ~ "at the F'HeaI malt m""bine c1e3ninC ""bedole i! J!!!!!g review ~ mav need c1""nine; eve" fonr bonrs. Tbe company tllat sells this macbine bas reqnested a 24 bour c1""ning scbedule and tbis is under review. Tbe room finisbes consisting of quarry tile flooring, painted walls and ceiling is acceptable. No equipment needing special venting was listed. Tbe firms sbows band wasb , tbree compartment utility, and mop sink wbicb are properly located. De:fieiencies: 90 West Plato Boulevard . St. Paul, MN 55107.2094 . 651.297.2200 . 1,800-967-AGRI' www.mda.state.mn.us An Equal Opportunity Employer ny: 651/297.5353/1.800.627.3529 Mr. Fry June 29, 2005 Page 2 All equipment as submitted met the ANSI/NSF standards. You should be ~ that the F'Real malt machine c1eanin~ schedule ~ under review and may need c1eauin~ every four hours, The company that sells this machine has requested a 24 hour cleaning schedule and this is under review. The room finishes consisting of quarry tile flooring, painted walls and ceiling is acceptable. No equipment needing special venting was listed. The firms shows hand wash, three compartment utility, and mop sink which are properly located. Deficiencies: None Eauioment Food equipment shall meet the applicable National Sanitation Foundation (NSF) International food service standards. The equipment shalI be determined by NSF International or an American National Standards Institute (ANSI) Z34.1 accredited independent entity, including Underwriters Laboratory or the Edison Testing Laboratory, to be equivalent to the NSF International Standard. The use of equipment, that does not meet the NSF standards, prohibited. Bakery equipment must comply with the Bakery Industry Sanitation Standards Committee (BISSC). (4626.0505)(4-201.11) Custom fabricated or modified equipment must be constructed by a contractor listed by NSF International. The name and address of the fabricator for custom fabricated equipment must be identified. (4626.0505)(4-201.11) AII service counters and other millwork surfaces shall be protected with stainless steel, plastic laminate, or equivalent, covering all exposed wood. In areas where food equipment involves heat or moisture, or where food comes in contact with the surface, a stainless steel finish or approved equivalent material is required. Solid surfaces for food contact, such Corian@ or Gibraltor@ shall be constructed by a fabricator listed by an approved third.party testing agency. They are required to be installed on six. inch legs or a solid base. All areas of lhe custom fabricated counters shall meet the requirements of NSF International Standard No. 35. All hard grain decor wood (e.g. oak) shall be properly sealed with a polyurethane or varnish,like material. (4626.0505)(4-201.11) Used equipment meeting NSF International. NAMA. or BISSC standards. specified at the time of installation is permitted if it: met the NSF International. NAMA, or BISSC standards, in effect at the time it was manufaelured, remains in good repair, is capable of being maintained in a sanitary condition, and is approved by the regulatory authority. Your inspector will evaluate any nsed equipment to determine if it is acceptable. (4626.0505)(4-201.11) Provide multi~use equipment, utensils, and food storage containers that are smooth, easily cleanable, and resistant to pitting, chipping. or scratching. All food equipment in a retail food store must be designed as to be easily cleanable. durable and be adequate for its intended use. Household utensils or equipment is prohibited. The use of commercial eouinment not meetine the NSF standards must be evaluated and anoroved orior to installation. (4626.0505)(4-201.11) Retail shelving and refrigeration and freezer display cases shall be designed and constructed to be durable and to retain their characteristic qualities under normal use. (4626.0505)(4-201.11) Provide sufficient refrigeration to hold all readily perishable food products at 41 OF or less. Provide sufficient ventilation (e.g. louvers, etc.) for the compressor unit to evacuate any buildup of heal at the underside of the cold pans in and about the compressor area. (4626.0675.) (4-301.11) If an ice machine or bulk water unit is to be installed, the waste drain must be properly plumbed and divert to an indirect waste (air break) floor draio. *(4626.1045 A.) (5-201.11) Mr. Fry June 29, 2005 Page 3 Food Protection Provide a food thermometer for checking the internal temperatures of polentially hazardous foods. Thermometers must be provided in all coolers. freezers, and hol holding units where potentially hazardous food is stored. and must be located in an area that is representative of the true air temperature. (4626.0705)(4-302.12) The internal temperature of potentially hazardous food must be maintained at 41 OF or below, or 1400F or above, except during preparation. *(4626.0395(3-501.16) All freezer units shall hold food frozen. (4626.0370)(3-501.II) Food on display must be protected from potential contamination from coughs, sneezes and improper handling by installing properly constructed food shields. the use of packaged food items or other effective means of protection. (4626.0320)(3- 306.11) Provide tongs, ladles, spatulas, scoops. single. service papers, etc., 10 avoid unnecessary manual handling of dispensed food items. (4626.0330 A.) or * (4626.0330 B.) (3-306.13) Utensils must be stored in an app,vp,;ate manner between uses. (4626.0275) (3-304.12) Installations Seal (caulk) all annular openings around pipes and other conduits, where they pass through walls and floors. Seal all junctures between the wall surface and the edges of attached equipment with approved caulk/sealing compound (4626.1395 A. (1) (6-202.15) If conduit pipes are provided for beverage lines they must extend at least three to four inches above the finished floor elevation at both ends. The annular opening between the beverage lines and the conduit pipe must be sealed with a hard material and provide a cleanable finish. (4626.1395 A. (1))(6-202.15) All doors to the outside of the establishment must be self.c1osing and vermin proof. (4626.1395 A. (3.))(6-202.15) Lighting Provide at least lO,foot candles (110 LUX) of light intensity, at a distance ono inches from the floor, in the walk-in refrigeration units, dry food storage areas. and during periods of cleaning. Provide at least 20.foot candles (220 LUX) of light intensity, at a distance of 30 inches from the floor. for areas where food is provided for consumer self-service, including buffets and salad bars, or where fresh produce or packaged foods are sold or offered for consumption, inside equipment including reach-in and under counter refrigerators, in utensil storage areas, in areas behind a bar used for ware washing, and in toilet rooms. (4626.1470)(6-303.II) Provide at least 50.foot candles (540 LUX) of light intensity for areas where food employees are working with utensils and equipmenl where safety is a factor and areas used for ware washing. (4626.1470)(6-303.II) Install effective shielding or shatter-resistant bulbs for all light fixtures over exposed food storage. food preparation, food display facilities, clean equipment, utensils and linens, and unwrapped single.service or single.use articles. (4626.1375)(6- 303.II) Plumbing At least one toilet facility and not fewer than the number required by law shall be provided. *(4626.1075)(5-203.IIO) These facilities must be conveniently located and accessible to employees at all times.* (4626.1095)(5-204.II) Toilet rooms must be provided with adequate ventilation. hand cleanser, single-use towels or hand drying devices, tissue paper and waste paper receptacles. Toilet rooms shall have at least one covered waste receptacle for sanitary napkins, paper towels or diapers. (4626.1260)(5-501.17) Plumbing plans must be submitted to the Minnesota Department of Health, Engineering Unit, or delegated authority for review and approval prior to installalion. All plumbing must be installed according to the Minnesota Plumbing Code. including current amendments. *(4626.1045) (5-202.11) Mr. Fry June 29,2005 Page 4 Equipment connected to the potable water supply shall be protected from back.siphonage. Equipment with submerged inlet lines (dish machine, garbage disposal, steam table, urinal, etc.) shall be equipped with an approved backflow preventor, this includes all threaded hose bib connections. *(4626.1085) (5-203.14) If a post-mix beverage system is provided, an approved pressure-type. back-flow preventor upstream from the control valve on the carbonator (water line 10 lhe carbonator) is required. (Toilets shall be equipped with an anti.siphonage ball cock assembly. The water line serving a dipper well shall be permanently installed with an air gap on the water line entering the fixture. * (4626.1055) (5-202.13) Please contact a licensed plumber or refer to the Minnesota plumbing code. Install a hot water heater in accordance with NSF Standard #5. (4626.0505) (4-201.11) It must be of adequate size and recovery rate to provide hot water 10 all taps during peak water usage. Lack of hot water will require the installation of additional hot water capacity. (4626.1025) (5-101.13) If a grease inlerceptor or grease trap is required by the city bnilding official, it shall be mounted flush with the floor in an accessible location for maintenance. The lid shall be water-tight and securely'fastened in place. Under no circumstances shall a grease removal device be installed above the floor. (4626.1195)(5-402.13) General Labelinf.! Provide complete labeling informalion is provided on all prepackaged food products offered for sale at self.service. The labeling of these prepackaged food products must include. but is not limited to: I) The name of the product; 2) Name. address and zip code of manufacturer, packer or distributor; 3) Complete listing of ingredients in the order of predominance by weight. 4) Net weight. Provide open quality assurance dates on all prepackaged foods wilh a shelf life of 90 days or less. (4626.0435)(6-602.11) Sinks Install hand washing sinks in all food preparation, food dispensing, toilet rooms and utensil washing areas. Generally this is within 20 feet as a person walks. *(4626. 1095) (5-204.11)Provide hand cleanser, single-use towels, and a fingernail brush at the hand. wash sink located in the food preparation. and ware washing areas. Install a NSF three compartment, utensil.washing sink (4626.0680) (4-301.Jl) with integral drain boards, rack or tables. (4626.0685) (4-301.13) for the proper cleaning and sanitizing of all multi.use equipment and utensils. The size of the sink compartment must be large enough to accommodate the largest utensil/equipment, which is to be cleaned and sanitized. Provide and use an apywy.:ate chemical test kit to determine the strength ofthe sanitizing agent in the final rinse water of the three.compartment sink. ( 4626.0715) (4-302.14) Install a separate food preparation sink if raw food will be cut or combined with other ingredients. or otherwise processed. (4626.0780) Install at least one service sink or curbed unit with a floor drain for disposal of mop water and similar-liquid waste. (4626.1080)(5-203.13) Provide hooks or hang.up brackets at the utility sink for storage of mops and brooms. Utensil washing and hand washing sinks are designed approved and restricted to their respective nse and may only be used for food preparation. Storalle Provide adequate shelving covering the food operation to ensure that food products. utensils or single-service articJes are stored at least six inches off the floor. (4626.0730 A.) Food storage shelving used in walk. in refrigerators must be in conformance with NSF standard #2. Chrome or zinc.plated shelving without an approved factory applied hard.baked protective coating is not approved for this purpose. (4626.0505 B) Retail shelving shall be designed and constructed to be durable and to retain their characteristic qualities under normal use conditions. (4626.0505A.) Provide an area for storage of employee's personal belongings that is separate from food, clean equipment, and single service supplies. (4626.1560) Mr. Fry June 29, 2005 Page 5 Provide an approved area for storage of chemicals, which is separate from food, food equipment. and single service articles. (4626.1600) Room Finishes The floors, floor coverings, walls, wall coverings, and ceiling surfaces shall be designed. constructed, and installed so they are: a) smooth, durable and easily cleanable where food operations are conducted; b) nonabsorbent, for food y.,y~"!ion areas, walk-in refrigerators. ware washing areas, toilet rooms, janitorial areas, laundry areas, interior garbage, refuse storage rooms. and areas subject to flushing or spray.cleaning melhods, or other areas subject to moisture. (4626.1325) Concrete. st;aled or unsealed~ is Qrohibited: a) where food product packages. containers, or cases in those areas are opened. b) Under equipment in food preparation and service areas including under service cases. c) in walk.in refrigerators or freezers, ware washing areas, toilet rooms, mobile food establishment servicing areas. hand wash areas, janitorial. laundry areas, interior garbage and refuse storage rooms, areas subject to flushing or spray-cleaning methods and areas subject to moisture. (4626.1335 D.) Se:tled ~onct"ete is tlermitted: in areas used exclusively for refuse storage. The floor beneath the display shelving units. display refrigeration units. and display freezer units located in the consumer shopping areas if readily movable. must be designed so that it is smooth and easily cleanable, and the floor beneath these units are maintained in a clean and sanitary condition. (4626.1335 D.) Unsealed concrete is nermitted: Outside garbage and refuse containers, including compactors stored on a smooth and nonabsorbent surface. (4626.1230) Vinvl floorin!! is nrohibited: in a walk.in cooler or freezer. (4626.1335 C.) Floor and wall iuncture~: Shall be caved and closed to no larger than one millimeter (1/32 inch) when cleaning methods other than water flushing are used for cleaning floors. At the floor wall juncture where the fiberglass panel meets the floor an acceptable base coving such as stainless. quarry or other pre.approved materials must be installed. (4626.1345A.) Where water flushing is used caving shall be sealed. (4626.1345B.) Glued rubber coving may not be acceptable on fiberglass panels, as it may not bond to the fiberglass material. Floor surfaces: Shall in the food preparation. food storage. and utensil washing areas be construcled of smooth, durable, nonabsorbent. easily cleanable materials. which resist the wear, and abuse to which they are subjected. The walls and ceiling in the food preparation. utensil washing and toilet room areas shall be smooth, non-absorbent. and easily cleanable. (4626.1335A) Ceilin!!s: Perforated or fissured drop lay-in ceiling panels are prohibited in food preparation, food service, and utensil washing or toilet room areas. (4626.1360B.) Ventilation All heating appliances which generate either excessive heat. vapors. condensation. greases, odors or fumes. must be properly situated beneath a mechanical exhaust canopy. The canopy and hood construction must meet the applicable standards of the NSF. (4626.0505) In addition, the requirements of the 2004 Uniform Mechanical Code and lhe 2004 amended Minnesota Building Code covering commercial kitchen ventilation systems must be met. Additionally vent less frying systems requiring alternative methods shall meet standards EPA 202, NFPA 96, UL 197 and have local building approval. (4626.1380) (4626.1475) Miscellaneous In accordance with the Minnesota Clean Indoor Air Act, this establishment shall be posted as NO SMOKING ALLOWED. Post signs at all public entrances. Mr. Fry June 29, 2005 Page 6 This facility may not be constructed, remodeled or converted, except in accordance with the plans and specifications as approved by this department, Please contact me for approval of any proposed changes or additions. (4626,1720) Thank you for your cooperation in addressing the items outlined in this letter. I shall remain available for consultation and review of your facility's construction progress. Should you encounler any problems though the course of your construction or equipment installation activities, please call me at 651-297-1072. Jim 0 t r Foo t (lards Compliance Officer Dairy Food Inspection Division JR:ljm C: Chelsea Berg, Food Inspector Lorna Girard, Supervisor Deanna Hafner, K wik Trip. LaCrosse €ity Building Official ':.. Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314) 344-9121 Page 1 of 1 Document ID:lS037179Z1220133437 Truss Fabricator: Job Identification: Model Code: Truss Criteria: Engineering Software: Truss Design Loads: Truss Specialists La Crescent 93467-KlIK TRIP CONSTRUCTION I Prior Lake #423 ARSI/TPI-199S;ARSIITPI-1995(STD);ARSI/TPI-199S(STD)IUBC Alpine proprietary truss analysis soft..re. Version 7.20. Roof - 58.5 PSF . 1.15 Duration;47 PSF . 1.15 Duration Floor - N/A lind - N/A Notes: 1. Deternination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSIITPI 1-1995 Section 2.2 2. As shown on attached drawings; the drawing nunber is preceded by: IOUSR7179 Seal Date: 06/20/2005 Bruce A. Feldmann Minnesota License Number: 19742 Subnitted by BAF 13:14:29 06-20-2005 Revie..r: BAF Revised Trusses I . Ref Description I 1 22794--CI Drawi na# Date I 05171068 06/20/05 I Truss Fabricator: Transmitted From: Job Identification: Model Code: Truss Criteria: Engineering Software: Truss Design Loads; Alpine Engineered Products, Inc. 13389 Lakeftont Drive Earth City, MO 63045 (314) 344-9121 Page 1 of 1 Document ID:IS037179Z1220133437 Truss Specialists La Crescent tsi.acegroup.cc 93467-KlIK TRIP CONSTRUCTION I Prior Lake '423 ANSI/TPI-1995;ANSIITPI-1995(STD);ANSI/TPI-1995(STD)/UBC Alpine proprietary truss analysis soft..re. Version 7.20. Roof - 58.5 PSF . 1.15 Duration;47 PSF . 1.15 Duration Floor - N/A lind - N/A Notes: 1. OeternMnation as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. As shown on attached drawings; the drawing number is preceded by: IOUSR7179 Details: BRCLBSU8-A10030EC-G8LLETII-GBLBRSTC Subnitted by BAF 13:14:29 06-20-2005 Revie..r: BAF $$ # Ref DescriDtion 1 22781nAC 2 22782--ACDGE 3 22783nACK 4 22784--ACK1ST 5 22785--ACKDGE 6 22786nACTRY 7 22787 nBOGE 8 22788nBV1 9 22789--8V2 10 22790nBV3 11 22791- -BV4 12 22792nBV5 13 22793nBV6 14 22794nCl 15 22795--DCDGE 16 22796nDCK 17 22797--DGR-3 18 22798--DlTRY 19 22799nDV1 20 228oonDV10 21 22801nDV2 22 22802nDV3 23 22803nDV4 24 22804nDV5 25 22805nDV6 26 22106--DV7 27 22807nDV8 28 22808nDV9 29 22809--Fra..1 30 22'10--Fra..2 Ora.ing# 05171236 05171237 05171238 05171239 05171240 05171081 05171060 05171061 05171062 05171063 05171064 05171065 05171066 05171068 05171067 05171079 05171059 05171080 05171069 05171078 05171070 05171071 05171072 05171073 05171074 05171075 05171076 05171077 05171241 05171242 Date 06/20/05 06/20/05 06/20/05 06/20/05 06120105 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06120105 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06120105 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 06/20/05 Seal Date: 06/20/2005 Bruce A. Feldmann Minnesota License Number: 19742 THIS IllIG PREPARED FROM CCM>UTER INPUT (LOADS 8. DIMENSIONS) SUBMITTED BY TRUSS MFR. (93467-KWIK TRIP CONSTRUCTION I Prior Lake #423 - AC) I Top chord 2x6 SPF 1650f-l.5E ,Bot chord 2x4 SPF 2100f-1.8E :82 2x4 SPF M.10: Webs 2x4 SPF Stud :W3, W9, W12 2x4 SPF 16S0f-1.SE: :WS, W6, W10 2x4 SPF #3: :W7. W8, W13, W14 2x4 SPF M.10: Roof overhang supports 2.00 psf soffit load. In I ieu of rigid cei I ing use purl ins to brace Be @I 24" OC. WARNING: Furnish a copy of this OWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Building type: enclosed - wind load:20 PSF Uplift connection required:435# each support Wisconsin plate approval #200304-N. (A) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using 0.00 windward factor and 1.25 leeward factor. 6X6= 0.7.8 1 T 13.1-0 3X4= 35X8= 4X5(R) III 4X6= 3X4'" 4X4= 35X8~ 0.7.8 1 T 35X8~ 6X6(R) III 3X4= 3X4= 3X5~ l.e.S-O-O.,J 1- ~ 25-6-0 ,I. 2S-6-0 I ,- :1-0-0 Over 2 Supports I 1 R=2796 W=S.S" R=3179 W=S.S" Alpine Engineered Products, Inc. Earth City, MO 63045 ..IIIPORTJUlT.. FURflISlf A CI:WY OF THIS DESIG/lI TO THE: INSTALLATION CONTRACTOR. AlPINE ENGINEERED PROOUCTS.ING. SHIILlllOT BE RESPOICSIBU FOR NfY OEVIATlON F_THIS DESIGM; NfYFA1LURETOBlJIUlTlIE: TRI1SSINalNF~.ITHTJ'I; ORF....,RICATlNG.HAMllING.SIfIPPING.IN:5TALlINGlllRACINGOFTRUSSEflCEA.I.LDMANN IlESIGM CONFORllS .,ffi APPlICABU PItOVISIONS OF lIDS (IIATlONAL DESIGN SPEC. BV M.PAj AMI TPI. AlPINE ~ECTORPl.o\TESAREw.OEOF2011811&GA(..H1S1K)ASN106S3G1tADE40ItiO(II.lVll.SjGALV.STEEl. APPlY Pl.o\TES TO EACIl fACE OF TRUSS_. IMlE:SSOTHERWISElOCATEOONTHISOEsIGN.POSITlONPERllRM"INGS1tiOA-Ql.lE NfYINSPE:CTIOltOFPU'-TES~BY(')SIlo\U.BEPER_KA3OFTPI1-2002SEC.3. A SEAL ON THIS QIlM'ING INOICATES ACCEPTANCE OF PROFESSIOltAL ENGINEERING RESPONSI81llTY SOl.ElV FOR THE T1IUSS~. . _"""".".l.INE!m-95CRllERIA DESIGN_. THE:SUIT....,llITYNtOUSEOf'THIS~ENTFORNfY8UIUlINGISTHERESPONSIBll'TYOFTHE BUIUlINGOESIGNERPER.....SIITPI1SEC.2. nTV.' 1\ ~N/-/1/-I-/R/- Scale =.12S"/Ft. TC LL 38.5 PSF REF R7179- 22781 TC OL 10.0 PSF DATE 06/20/05 BC DL 10.0 PSF DRW MOUSR7179 05171236 BC LL 0.0 PSF MO-ENG 8AF IBAF ".LD. 58.5 PSF SEQN- 12497 DUR.FAC. 1.15 FROM AJA SPACING 24.0" Oesign Crit: TPI-1995(STO) ~f1.'j:f)~~,~~;'':'' ..UIlIIIIIG"TIUlSSESRElJlIREEXTltEIIECAREINFA8RICATION,HAMlLING.SHIPPING>INSTAllINGNIOIlRACI~DERMi:F;:;CTSUPERVlSION.-INOThATlAM REFEllT08CS'1_0J(BUIUlINGlXM'ONENTSAFETYINFOIlIMTlON).PI.llIlISIIE:OBYTJ'1{TRI1SSPL\nINSTITUTE'~lYUCl:'ISEO PRIl'ESSlcw'L ENGINEER O'ONOFRIO 011.. SUITE 200. IlADISON. .1 53719) NtO WTCA (110OO TRUSS COlNCll OF AMERICA. 6300 DlTERPftISE OERTHE AWSOFTHESTAEO'MIN~ESOTA. 1lAlI1SOfll. wr S3719) FOIl SAFETY PRACTICES PRIOII TO Pf.RFORIlINGTHESE FlMCTIONS. ura.ESSOTHERWISEINlIICA . - TOP 0l0RD SIlo\U. HAVE PROPERlY ATTAOlEOSTRUCTURAl PANELS NtO BOTTOIICIIORIlSllAll HAVE A I'ROPERlY "TTAOlED RICIDCEllING. PLT TYP. WAVE TPI THIS IMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WR. (93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - ACDGE) Top chord 2x6 SPF 1650f-l.5E Bot chord 2x4 SPF 2100f-l.BE Webs 2x3 SPF Stud :Wl, W4, W5, W6, Fl 2x4 SPF Stud: :W2, W3, F7, F8, F9, Fl0, Fll, F12, F13, F14, F15 2x4 SPF M-l0: (..) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Building type: enclosed - wind load:20 PSF Uplift connection required:828# each support Wisconsin plate approval #2OO304-N. See owes Al0030ECll03, GBLLETIN1103, & GBL8RSTC1103 for more requirements. Roo~ overhang supports 2.00 psf soFFit load. Calculated horizontal deflection is 0.17" due to I ive load and 0.08" due to dead load. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.BO leeward factor. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6== 3X4111 3X4111 5X64 ;? -;/ J~ _ ~ 1~.3X4== -;/...... ; F 1 "-.::: 1'f 3 ~ -=9 110 ~ ~~ ~4F51 5X6~ F, 0.9.14 1 T ~~4111 ] UwuJ' I II I Wn - -/!i;i/~/I//h'//I/'IIIIIII/I//IIIIIIIIIIIS (A2) == ~ -, -, U"'IUU//ININ/lIU/I /11/'::" 4X F - - " 777/illllllllll_S'//X"6..tj.//I.11 3X4= 3X4- 1111111/111/ _ W1' ./,..., 4XS (R) ~ SX6== 3X4(*') == 11:!.:~-6-1~_1 o.~ .J I. 24-0-14 24-0-14 .1. I 1- R=138 PLF W=44-0-0 48-1-13 Over Continuous Support Note: All Plates Are 1SX4 Except As Shown. PLT TYP. WAVE TPI Desio" Crit: TPI-1995(STD) ,S:>ECIFICA- QTY:1 MN/-/1/-1-/R/- TC LL 38.5 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOLLD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" , "IIA"I_.~ TROSSES REQuiRE EXTll~ CARE IN FABRICATION. IWlllLING. SHIPPING, INSTALLING MIl BRACINIUlIlEFlt.rI'CIPfCTSUf'EFMSIOOMOTHATIAM IlEFERTO\ICSll_03(IlUILD1NGCl:lFONENT~ETYINFOllIlATlON).PUBt.ISHEUBYlPI(TRlJSSPLATEINSTlTUTE.51I'l!tlYUCEf'EDPR(flSSIOO,l,LENGtlEER ~~:OW~S;7~;T~OR200sM~I~~~E~3~~~ ": ~~O= i::~~ :::;.: "=~~.:RW~~~:~T~RHEt .:w.;OFTHfSTATfCfMINNESOTA TOPOIOllDSHALLHo\YEPROPERt.YIITT,\CHEDSTIlUCTUIlI\LP_LSMIlBOTT~CHOIIDStlALLHo\YEAPROPERLYATTI\CHED RIGIOCEILING. Alpine Engineered Products, Inc_ Earth City, MO 63045 ..I..ORTAIIT.. FURNISH II COPY OF nus Df:SIGN TO THE INSTI\LU\TION CONTRACTOR. ALPINE ENGINEERED PllOIIUCTS. INC. SHALLNOT8Ellf:SI'ONSI8U:FORNn'OCVlllnO/VF_TH1S~SIGIt, .wrFA/LUflETDIlVILDTHf. T1IUSS IN CONFORIWICE WITH lPI; OR FIIJIRICATING. III\M)\.ING. SHIPPING. INSTALLING ~ lIRo\ClNG OF TRUSSEtJIlCEAf! DMA.tJII OESIGNlXINF~WITHI\PPLICo\llLEPRO\/ISIOI'ISOFMIS(NI\TIONALDESIGNSPEC.BYAF"'PII)MIllPI. ALPINE CONNECTOR PLATES lIRE IWlEOF 2O/1B/16G1\ (W,IVS"K) 1\S11l MS3 GRADE 40/60 (W. IVH,S) GllLV. STEEL. I\PPLY PLAT'ES TO EACH F...cEOF TRlISS MIl. UNLESS01lERWISELOCo\TEOONTHISDf:SIGN.POSITIONPERIIRMIINGS1_~1t MY INSPECTION OF PLAT'ES FllLLOIIEDBY (I) SHl\LLBF:PER_~#,3 OF lPI1_200ZSEC.3 IlSE.\LONTtlIS IIRMIINGINDICI\TESACCEPTI\NCEOFPIlOFESSIONALENGI~RINGRESPONSIBILlTYSOLELYFlIIITlIETRUSSCOllI'(lfI~lllNUNI:RTPI-95C1UTERIA DESIGN SHOWN. THESUITABILlTYNlDUSEOFTtlIScaw!lNENTFORMYBU1WINGISTHERESPOfISIBILITYOFTIIE IlUILD1NG OESIGNtR PER MSIITf'I 1 SEC. Z. 12-{ -14 Scale =.125"/Ft. REF R7179- 22782 DATE 06/20/05 DRW MDUSR7179 05171237 MO-ENG 8AF/BAF SEQN- 12500 FROM AJA THIS IllIG PREPARED FROM COII'UTER INPUT (LOADS .. DIIlENSIONS) SUBMITTED BY TRUSS MFR. (93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - ACK) Top chord 2x6 SPF 16S0f-1.SE Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W3 2x4 SPF 2100f-1.8E: :WS, W6, W10 2x4 SPF #3: :W7, W8, W13 2x4 SPF M.10: :W9, W12 2x4 SPF 16S0f-1.SE: :W14 2x6 SPF 16S0f-1.SE: Building type: enclosed - wind load:20 PSF Uplift connection required:565# each support Wisconsin plate approval #200304-N. (A) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and L/180 total load. Roof overhang supports 2.00 psf soffit load. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" OC. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation trusses. See "WARNING" note below. 0.7.8 1 T 35X84 t...s-O.O"'! I ,- PlT TYP. K,WAVE TPI Alpine Engineered Products, Inc. Earth City, MO 63045 of 6X6(R) III 3X45 6X85 3X4'" 4X4(R) II 4X6(R) III 4X105 4X65 K309= 3X45 4X4111 25-6-0 23-0-8 -J ..I.. 48-6-8 Over 2 Supports ~ R=413S W=S.S" R=3298 IHffiEBYCERllfYTH.l.TTH!Sf'l..\N,S:>ECIF(:.Ic ... Design Crit: TPI-1995(STD) ?'&~:"?!'t,~~~:~:.~,,,.... . DRIIIIIG TRUSSES REQUIRE ~ CARE IN Ff<IIIUCATlllN. 1WIUL11Ili. SHIPl'ING. 1~AL.L11Ili -. ISKACING. ..tLYU( NSEDf'R(flSSIOll.I.LENG~EER REFERTOIICSI 1_03 (1lUILDIIIGCXWOl<<IITSAFETY INF_TllJIrIl. POBl.ISHEDBYTPI (TlIUSSPLATEINSTlTIITE. 58i.~DtRT-L.l.w.iCFTHESTATf(J'MINNESCTA. D'OI<<lI'RI00lt..SUITElOO.MNlISON.IIS3719),.,.,wTCo\(lIOOOTRI.I5SCOJNCILOF_RICA.8300ENTERPRISEJI! . . IMDISON.'1 S3719) FOftSAFETYI'RACTICESPRIOftTOPERFORIIIIIGTltESEFIMCTlONS. UNLESSOTHEIIIIISEINOICATElI, TOP~StW.LIlAVEPIlOPERLY"TTA,CHEllSTJlUCT\JRAl.PANElSNIIlBOTT~CHOllDStIAI.LIlAVEAPROPERLY"TTA,CHElI RIGlDCEILlIIG. W14 1 1-6-12 T OTY: 24 MN/-/1/ -/ -/R/- TC II 38.5 PSF TC Dl 10.0 PSF 8C Dl 10.0 PSF 8C II 0.0 PSF TOT.lD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" ..I....TMT.. FUflNISH" COPY OF THIS DESIGN TO TltE INSTA1.l.J\TION CONTRACTOR. ALPINE ENGINEEREO ~'~.~~ ~1~~~=CA~IIG~:=:":;~SH~~NG~S::+AU.I:"I.F:=IIGT~~~SE~I:EA,ELDMANN DESIGNCONfORMS.ITHI\PPLICA8t.EPROVISI0NS0fHDS(NATIONAl.DESIGNSPEC.8YAF"PA)~TPI. ALPINE ~CTOftP\.ATESAltEIWlE0f20/18/16GA(..HlS/I()ASTIIA653GllADE40/60(..IVK.S)GAlV.STEEL. APPt.yDATE Pl.ATESTOEAOlFN%OfTllUSS~. UNlESSlITltERWISE LOCATEO ON TltISDESIGN. P'OSITlONPERllRAWINGST6OA.Z. ~III5PECTIONOFI'LATESFOI..LOlIE08Y(')SHAL.L8EPERAfKl(A3OFTPI1-2002SEC.3. ASEALllIITHISlESIGHl:llERTPl-55CRI DRAIIINGINIIICATES ACCEPTNtCEOfl'ROFESSIONALEllGINEERINGRESPONSI81L1TY SOLELYFOItTltETRUSSCXWOl<<IIT DESIGN_. TtlESUITAIIILITYNIIlUSEOFTltlSCOMPONENTFOItltlfYBUILDINGISlltERESI'ONSl81LITYOFTttE BlIILDINGDESIGNVlPERANSIITPllSEC.2. 13.1-0 Scale =.125"/Ft. REF R7179. 22783 DATE 06/20/05 DRW MOUSR7179 05171238 MO- ENG 8AF 18AF SEQN- 12504 FROM AJA TllIS DIG PREPARED FROIII COII'UTER INPUT (LOADS &: DIRENSIONS) SUBMITTED BY TRUSS MFR. (93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - ACK1ST) Top chord 2x6 SPF l650f-l.5E Bot chord 2.4 SPF 2100f-1.8E :822.4 SPF M.10: Webs 2x3 SPF Stud W1, W2, 17, W20, W21, W24, W2S, W36 2.4 SPF Stud: W3, W27, W39 2.4 SPF 16S0f.1.SE: W10, W19, W23, W30 2.4 SPF M-10: W1S, W18, W22, W26 2.4 SPF #3: :W44 2.4 SPF 2100f.1.8E: W46 2.6 SPF 16S0f-1.SE: Building type: enclosed - wind load:20 PSF Uplift connection required:569# each support Wisconsin plate approval #2oo304-N. Roof overhang supports 2.00 psf soffit load. (A) Continuous lateral bracing equally spaced on member. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" OC. Deflection meets L/240 I ive and L/180 total load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 8X12 (R) III 0.7.8 1 T '.4.0 1 T 5X6~ 5X6~ 3Xl0'* 3X41O 4X4= 82 3X4Q/ Wl--"~ 3SX8~ 3X4= 6X8= 4X4(R) III 4X12= K408 = 3XS= 4X6= 3X4\~ 4X6(R) III 4X4111 t-S-O-O.;J 2S-6-0 23-6-0 -J _I. I r :1 R=3340 W=S.5" 19-0-0 Over 2 Supports R=4163 W=S.S" Note: AI I Plates Are 1SX4 Except As Shown. PLT TYP. K,WAVE TPI IHEREBYCERTIFYTHATTHISPlAN,Sf'f:GIFl(;A. Desion Crit: TPI-199S(STD) ~~~'~r~EO_".... '"_.... TlllISSES REQuiRE ~ CARE IN f_ICATIOII. __ING. SHIPPING. INSTALLING AMI 8llACING~I)JLYU( NSEDPflCfESSIOOALa~GINEER REfER TO lICSl 1_03 (BUILDING C<WONENT SAFETY INF~TlOll). PUllt.ISHEO BY TPI (TRUSS PlATE INSTITl1TE. 58 DERTt1 LAWS()fll1ES1A.FOF'IlIN~rsOTA. If DOIIOfRIOOR SUITE 200 IlAllISOII.WI 53719) AMlWTCA ('IDOO TllUSSCOUHCIL Of_RICA. 6300 ENTERPRISE . . =1~W~l::;'~OR~ ~~~\~~P~:~I:O ~a:~0IISs.wi~: ~~yl:O~= TC DL ""'~'''~ ~ BC DL .....-oRTIIIIT.. ~ISH A COPY OF TillS DESIGN TO THE INSTALLATION COIIT1!ACTOR ALPINE ENGINEERED ~~ C::;~Wr:o~ ~IRESPllNS~~~~~NGDEV~~":;-SIl~~NGDES:::TALLI:V.F~NGT~BU~s~~UCEA...ELDMANN -pC LL DESIGNlDIF_WITHAPPl..ICAllLEPllDVISIOIISOFNDS(NATlONALDESIGNSPECBYAf.PA)AMlTPI ALPINE _~~~~~~W""~('",~"M~~"~WW," ""')~' ma _,"'~ I,) c2 '05 TOT.LD. PlATESTOEAa1FACECWTRUSSNm UNLE5SlIllIElla'ISE LOCATED ON THIS DESIGN POSITIOII PERDRAIIINGS 16OA_Z =-:~~:::':T~ ~T~O:O ~g~l= ~1::R~E~I~~~;~200~~~/fOR DIE T~SUL a:u::"'USlIlIH IIlERTPI.sSGRITERlA DUR. FAC. DESIGN_. THESUITAlIILITYNmUSEOfTHISClWPONENTfORNl'/BUIWINGISTHERESPONSIBILITYOFTHE BUIWING DESIGNER PER ANSIITPI 1 SEC. 2. SPAC I NG QTY:1 MN/-/1/-1-/R/- TC LL 38.5 PSF 10.0 PSF 10.0 PSF 0.0 PSF 58.S PSF 1.1S 24.0" Alpine Engineered Products, Inc. Earth City, MO 63045 13.1-0 Scale =.12S"/Ft. REF R7179- 227B4 DATE 06/20/0S DRW r.lJUSR7179 05171239 MO-ENG BAF/BAF SEQN. 12508 FROM AJA THIS IJIIG PREPARED FROM COIII'UTER ItwUT (LOADS" DIIllENSIONS) SUBMITTED BY TRUSS MFR. (93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - ACKDGE) Top chord 2.6 SPF 1650f-1.5E :T1 2.6 SPF 2100f-1.8E: Bot chord 2.4 SPF 2100f-1.8E Webs 2.3 SPF Stud :W1, W2, F1 2.4 SPF Stud: :F7, F8, F9, F10, F11, F12, F13, F14, F15 2.4 SPF M-10: (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bui Iding type: enclosed - wind load:20 PSF Uplift connection required:812# each support Wisconsin plate approval #200304-N. See OIGS A10030EC1103, GBLLETIN1103. & GBLBRSTC1103 for more requirements. Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.22" due to live load and 0.10" due to dead load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" DC. WARNING: Furnish a copy of this DWG to the installation contractor, Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Deflection meets L/240 live and L/laD total load. 3X4111 6X6.. ~ 5X6~ ~ /,'S/ -.....::: :;:/':/i F F 0 F 1 F F 2 F 0.9.14 1 T ) II 1-0-10 1 T 3X8C") III 3X4C") .. 11-!1-12~-6-1~ I l. 24-0-14 23-0-8 -I _1- I 1- R=136 PLF W=43.6.8 >1 ~7-1-6 Over Continuous Support Note: AI I Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI Desi,m Crit: TPI-1995(STD) 7;~~.~~~N",~~!?, ......110.. TRUSSES RE~lRE EXTIIEIE CAAE IN F_1CATlOfl. HANOt.1NG, SHIPPING. INST"'-l.ING AMIIJ1tAoCING.lJIIOERt.I rHRECTSUPERWlIOOANOTbATIAM REFER TO ICSI 1-03 (lIUILDING C(M'ONENl SAFETY INF~TlOflL PUBLISHED 8V ll'1 (TlII/SS PlATE INSTITUTE, 5S~OOlYlC rnsEDF'RCHSSIOOAlENGlNITR :'::;:~OW~537~;T~ORZOOsA,,~t=cr~~:3~~:' ": :~~-= = =:~ ~c.;'O:~~i::~~Rrt :lAw.>[JfllifSrAf;:(F~I,,~Esar.t TlIPQlOIIDstIAlL ~VE PROPERLY ATTACHElI STRI.ICTtIllAl P~S AND fIO~CHORll stIAlLHAVE A~RLY ATTA01EII RlGIIICEIL1NG. QTY: MN/-/1/-/-/R/- TC LL 38.5 PSF TC DL 10.0 PSF 8C DL 10.0 PSF L 0.0 PSF TOT.LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" Alpine Engineered Products, Inc. Earth City, MQ 63045 .......TAIIT.. FURlIISll A COP'Y OF THIS DESIGN TO TIE INSTALLATIOfl CON'TRACTOR. ALPINE ENGINEERED PROOOCTS,INC. SHAU.NOT lIE RESPONSIIlLE FOR NIY DEYIATION F_THISIlESIGN; NlYFAILUIlETOIlUILOTIE TRUSS IN COfIlfOIlIlo\NC .ITHTPI, OR FABRICATING. HAlCM..ING, SHIPPING. INSTALLING. 8llACINGOF TRUSSES'IlRlJL'EA fEWMANN lIESIGNCONFORIISWll1lAPPt.lCAllLEI'ROVISIONSOFMlS(IIATlOfIALIlESIGNSPEC,BYAFIPA)AN!lTPI. ALPINE COMIECTORPlATES ARE MADE OF Z0/1S/16GA (.,H/S/Il) A5T1IM53 GRAOIE 40/60 (W, IVIl.S)GAt.V. STEEL. APPLY PlAUSTOEACll FIICE OF TRUSS AND, l.WLESSOTHERllISE LllCATEDOfl THIS DESIGN. PlI5IT1Ofl PER lIRAWlNGS 16Oo\_zp.l.TE NIY INSPECTION OF PLATES FlIU.OWEll SY (I) stIAlL8E: PERAllNEXAJ OF TPI1_2(1025EC.]. 1\ SEALOfl THIS _lllGlNOICATES ACC(PTANa:OFPROFESSIONALDlGIIlEElIlIIGRESPONS1SILITY SOLELY fOR TIE TlllJSSClM'llflEJITDESlGM WlI:Rm-!l5~RrtelllA DE5IGN_.TlESUITA8IL1TYANDUSEOFTHI5~FORNlYlIUILDINGISTHERESP(lfISISILlTYOFTHE BUILOINGOESIGNEIl PER ANSIFTl'1 1 SEC. 2. 12-. -14 Scale =.125"/Ft. REF R7179- 22785 DATE 06/20105 DRW MOUSR7179 05171240 MO-ENG 8AF/BAF SEQN- 12511 FROM AJA ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - ACTRY ) THIS IJIIG PREPARED FROM COIf>UTER INPUT (LOADS &: DIMENSIONS) SUBMITTED BY TRUSS MFR. Building type: enclosed - wind load:20 PSF Upl if"t ...................ion required: 588# each support Wisconsin plate approval #200304-N. Top chord 2x6 SPF 1650f-1.5E Bot chord 2x4 SPF 21oof-1.BE :B2 2x4 SPF M-10: :B4 2x4 SPF 1650f.1.5E: Webs 2x4 SPF Stud :W2 2x6 SPF 1650f-1.5E: :W3, W13 2x4 5PF 1650f-1.5E: :W5, W10 2x4 5PF 21oof-1.BE: :WB, W9, W15, W16, W17 2x4 SPF M.10: Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.23" due to live load and 0.13" due to dead load. 5PECIAL LOAOS ---...(LUMBER OUR.FAC.=1.15 / PLATE OUR.FAC.=1.15) TC From 97 PLF at -5.00 to 97 PLF at 46.00 BC From 4 PLF at -5.00 to 4 PLF at .4.60 BC - From 20 PLF at .4.60 to 20 PLF at 45.60 BC - From 4 PLF at 45.60 to 4 PLF at 46.00 BC - 150 LB Cone. Load at 20.91, 26.08 (A) Continuous lateral bracing equally spaced on member. In I ieu of rigid cei I ing use purl ins to brace BC liP 24" OC. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling. shipping and installation of trusses. See "WARNING" note below. 0.7.8 1 T 5X6o/ 3X411 6X8" 0-7-B 1 4X5" 35X8~ 4X6~ 3X4'" ... WL -r'1 6X8(R) III 3X4'" K616" 35X8.. ~5-0-0.,J I I' I 1- 25-6-0 . 5-2-1 I R=4299 W=5.5" C1 :1 R=3858 W=5.5" 25-6-0 1 .1. 13-4-15 Over 2 Supports 13-3-0 5-2-1 1 ~1-0-0 14-0-0 PLT TYP. K,WAVE TPI Design Crit: TPI-1995(ST~2 ;:>[ClfIC.\- QTY:f ......1... TRUSSES REQUIRE EJmtEIE CARE IN FABRICATION. HANDLING. SHIPPING. IICSTAUING AND 8ltAC1~DERM1DKCTSUl'EfMSIONAND1WITI,IM IlEFERTOacsI1_D3(BUlLDING~NTSAFETVlNFOltIlo\TlON).PUlILISHEDBYTPl(TItlJSSI'LATEINSTITUTE'JiLYUCeJ<;EDPfI(f[SSION,l.LENG~EER D'llNOFRIODR..SUITE200.IWIISON.WlS3119)ANDWTCA(~TltIISSCOUrIClLOF_RICA,6300ENTEIlPItISE RT'1EIW-lOfTHESTATfll'MINNESOTA lIol.OISON.WI H719) FOIl SAFElY PRACTICES PRIOIl TO PElIl'OllMING THESE FUlCTlONS. l.tILESSOTHEllflISE IlCIlCA,' . TOI'CItOROSlW.-LHAVEI'llOPERlYATTACHEDSTRI.ICTlJRAt.PANElSI\lClBOTTONalOIllISllAU.HAVEAPROPERlYATTACHEO~ RIGID CEILING. ...DOIlTAIIT.. RlRNISH A COf>Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOIl. ALPINE ENGINEERED MOOUCTS. INC. SllAU. NOT BE ItESPONSllILE FOR Nrr IlEYI.o.TION F_ THIS DESIGN; MY F.o.Il.URE TO BUILD THE TRUSSINCOHI'~WITllTPl; OIlF_ICATlNG.IIANIlLING.SIIlPPIItG.lfrlST.....lING.IlAACINGOI'TRIISSE!illu:II..FfOMANN MSlGNCOHI'OI!MSIITllN'PlICABlEPR<NISIOfrISOI'ICIS{IIoO.T101W.OESIGNSPt:C. 8Y"".p.o.) AND TPI. .o.t.PINE ~~ ~n:~: ~~ ~~8/~~'O~~~:::X;;~ ~~I:O;riI:: ~i~~ONGAL~R ~~Nc.S ~~1:E I'Erl.NO,-#s;ro 20 '05 MYINSPECTIONOI'I'LAn:sF~8Y(I)5tW.LBEPfR~A3OFTf>11-2002SEC_3. A SEAL ONTllIS 1IAAIlltGIlCllCATES Al:C:EPT.o./IICEOI'PROFE55lOlW.ENGINEElIINGRESPONSIBILITY SOLELY FOIl THE TRUSSCOIFONEIISIGNlt4r>:RTPI-95CRITERIA DESIGN_. THESUIT"'llITVNlDUSEOFTlUS~FORNlYBUlLDINGISTllERESPONSIBILlTYOfTHE 8UILOINGDESIGNERPERANSIITPllSEC,2. Alpine Engineered Products, Inc. Earth City, MO 63045 I'.E'\o.'I MN/-/1/-1./R/- TC LL 38.5 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" 13.1.0 Scale =.125"/Ft. REF R7179- 22786 DATE 06/20105 DRW MOUSR7179 05171081 MO-ENG BAF/BAF SEQN- 3047 FROM AJA THIS DIG PREPARED FROIII COIFUTER INPUT (LOADS'" DlIENSIONS) SUBIIITTEO BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - BDGE ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:445# each support Wisconsin plate approval #200304-N. See DIGS Al0030EC1'03, GBLLETIN1103, & GBLBRSTC1103 Tor more requirements. In I ieu of rigid cei I ing use purl ins to brace BC @I 24" OC. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 4X4= #"~~ 6 . /:.;::/' ~ ~::/ .~. 3X4(01)= ~ ~ 3X4(01)= 0"0"4 ~ ~ + Vff/...'l"////;//...'l"//////////////j/////,ij;;//////////W/////////////////////////////////#/d 3X4= 1- 13.5-11 13"5" 11 .1. 1 I~ R=121 PLF W=26.11"6 ~6-11-6 Over Continuous Support Note: All Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI Oesiqn Crit: TPI-1995(STD) ~=~TZ:,~~;::" QTY: ......... T1IUSSES REQUIRE EXTIlEliE CARE IIIFAIlIlICATlON. 1WlDt.1.... SHIPPING. IIISTALLINGANlIlIItAoClIIlU'lOOlM'1 Ill"crSUPERW;IOON'IDThATI~ REFER TO IlCSI 1_03 (IIUILDING ~ SAfETY IIlF_TION). PUBLISHED BY TPI (TRUSS PlATE IIISTlTUTE. 5MlJLYUCt;"IS[DPflCfESSIOOALEtIGlNEE~ ~~~Ow~~i1i,;~OR2DOsM~I=CT~~~3~~~./-: ~~ :::~ ::::.: ~~'O~RW~:::~T~~RTH[IA~ DFTliESTAECfMINNESOTA. TOPCHORDS/W...I.lIAvE~Rt.YATTACtIEOSTRlJCTUItAl.PNlELSANlIUOTTDMa<<llI:OSHl\UIlAVEAPllOPERt.YATTACHED RIGIDCEILIr<<l. Alpine Engineered Products, Inc. Earth City, MO 63045 .......TAIIT.. FURNISH A COPY OF THIS DESICtI TO THE IHSTALLATIDfII CONTRACTOR. ALPINE Er<<lINEEItEO PROOUCTS.ll1C. SHAU. NOT liE RESPONSIIlLE FOR NfY OEVIATlDfll F_THISOESIGN; NfYFAIUJRETOIlUILDTHE ntU5SINCOIIF~WITHTPI: DRFAIlRICATlNG,IWIDLING.SHIPPIr<<l.IHSTALl.IIIG&IlltAoCINGOFTRlISSESBRUCEA.f:lllMANN DESICtlCllIIFDRIISWITHAPPL1CA1lLEPIlOV1SIDfIISDI'NDS(NATlONALOESICtlSPEC.IlYAF&f'AlANOTPI. ALPINE CONNECTOR PLATES ARE MlE OF Z0/11l/16GA (W.M/SJ1() ASTII MS3 GRADE 010/60 (W. KlM.S) GALV. STEEL. APPLY PlATES TD EACH FACE OF TRUSSANO. ~LESSDTHERWISELOCATEDONTHISDESICtI.PllSITlONPER_Ir<<lS1_~TE Nf'(INSPECTIDfIIOFPlATESFDU.DWEDBY(llSHAU.IlEPER~A3OFTPI1.2D02SEG.3. A SEAL ON THIS IIIlAIIING INDICATES ACCEPTA/OlCE OF PROFESSIONAL ENGINEERING RESI'ONSIBILITY sot.E1-Y FOR THE TRUSS C(lIlI'(lNEx:IEf6NtHERTPl-95CflITERIA OESICtI~. THESUITA8ILITYANlIUSEOFTHISlDFaoIEJfTFORNfYIlUILDI1IG1STHERESPOIISIIlIUTYDI'THE IlUILDINGDESIGflERPERAllSIITPI1SEC.2. 0.0-4 + cl MN/-/1/-1-/R/- TC LL 38.5 PSF TC DL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT. LO. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" 6-Q-2 Scale =.25"/Ft. REF R7179- 22787 DATE 06/20/05 DRW MOUSR7179 05171060 MO - ENG BAF IBAF SEQN. 3006 FROM AJA THIS OM> PREPARED FROM COW'lITER INPlIT (LOADS.. DUENSIONS) SUBMITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - BV1 ) Top chord 2x4 SPF M-l0 Bot chord 2x4 SPF M-l0 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:379# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace Be . 24" OC. Deflection meets L/240 I ive and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. See owe VALTRUSSll03 for valley details. 4X4== 3X4(Dl) == 0.0-4 + 0.0.4 + /-.......... u 8 U III U U - .......... V/////////////////////////////////////////////////////////////////////////d 3X4= 11-5-11 11-5-11 -, - , ,- R=121 PLF W=22.11-6 I " ~2-11-6 Over Continuous Support Note: AI I Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI Design Crit: TPI-1995(STD) ~~mU~,~~~~.'" QTY:. MN/-/l/-I-/R/- "'IAIlIIIIO"' ,,,,,,,,,,,S fW)lJIRE EXTltEIE CARE IN FABRICATION. IlANDt.ING. SHIPPING. INSTALLING...... BRACINiCl.tlOOlM'\'! FECTSUPElMSIOO.lJIDTHATIAM TC LL PSF REFER TO BCSI 1_0] (BUILDING ~ENT SAFETY IJIF~TlON). PUBLISHED BY Tl'1 (TRUSS PlATE INSTITUTE. 5"WlYUCl,SEDPRCHSSIOOALENGlNff~ 38.5 D.C>>IOFRIDOR.,SUITE200.MADISOJI..,S]7'9)......WTCA(WOOOT1lUSSCOl.WCILOFAMERICA.5]OllUI'TE_ISE~~THE~WSOfTHESTATfOFMINNfSOTA ~ ~1~.~'~v:~~~~SS~~~I:or:~~~ONSsiw.~~~~v'~ri~' ~ Te DL 10.0 PSF RIGID CEILING. BC DL 10.0 PSF ..I......TMT.. FURltlSHACOI'YOFTHI5DESIGNTOTHE INSTALLATlllNCOJITllACTOR. ALPINEEllGIIlEERED ~~'d:~.~ ~1~SPOlCS~m;~~CA.o.;rNG~=~~SH~~NG~s::iALLI:"/~NG~BU~~CEAJ JJMANN LL 0.0 PSF DESIGNCONFORMS.ITHAPPLICABLEPROVISlllNSOFJIIlS(NATI~DESIGNSPEC.BYM...P...)AMITl'I. ALPINE _cr~ ~m _ _ ~ ro","_ ",~") ~~ _. ,_ W~ ". ~"," ~,. 'me. -,. I 2 '05 TOT. LD. 5B. 5 PSF PLATES TO EAOl FACE OF TRUSS AMI. IlllLESSOTlERlllSELOCAITOOJITHISDESIGN.POSITlOJlPERIIRAIIIJlGS100AJtI-!t .N =-::~~::,: ~PT~ ~~,= :i'~~RE~I~~;Tv200.2 ~v3FOR TIE T~EAL~ISNl/llJlEAT1'l--9SCAIT"EAIA DUR. FAC. 1 .15 DESIGN_ T1IESUITAIlIUTY_uSEOFTHIS~FORNfYBUILOINGISTHERESI'OJISIBILITYOFTIE BUlLOING OESIGJIElt PER AJlSlrTPl 1 SEC. 2. SPAC I NG 24.0" Alpine Engineered Products. Inc. Earth City, MO 63045 5-Q-2 Scale =.3125"/Ft. REF R7179- 227BB DATE 06/20/05 DRW MOUSR7179 05171061 MO. ENG BAF IBAF SEQN- 3011 FROM AJA THIS DWG PREPARED FROM COM>UTER INPUT (LOADS Be DUENSIONS) SUlllllillD BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - BV2 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:347# each support Wisconsin plate approval #200304-N. In lieu o'f rigid cei I ing use purl ins to brace Be . 24" OC. Oe'flection meets L/240 I ive and L/180 total load. See OWG VALTRUSS1103 'for valley details. Truss designed 'for unbalanced snow load using 0.30 windward 'factor and 1.80 leeward factor. 4X4= 3X4(D1) = ~ 0.0-4 + .......- .......... u . oJ lit. U - ......... V///////////////////////////////////////////////////////////////////)1 3X4 " 10-6-0 10-6-0 I 1- R=121 PLF W=21.0.0 21-0-0 Over Continuous Support Note: AI I Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI . Desiqn Crit: TPI-1995(STD) ,~!n~~~~~' "RJdllllGUTlIUSSESllElJJIIlEEXTREIIlECAllEINFABRICATION,IWU...IIIG, SllIF'PING.INSTALLINGANDBltAC1NlWDERM'f['l:CTSI.If'ERV5I~N10THA.T1M1 IlEFERTO 8CSl 1_03(1lU1LD1NG(DFOIIENTSAFETYINF~TIONl. PU8t.ISHEIIBYTPI (TROSSPLATEINSTITVlE. 5'buLYUC(~OPRCHSS]I)IIAlENGINEfR ~~:O.~5jl~;~ORZOOsM~I~~~~3~~:' ": ~~= ~~ =:~ ~~~'~~:~m!ERTHE:AI'f.iOFlHESTArE(lf~INNfSOTA TOPCtIOROSIW..1-HAYE~Rt.YATTACHEOSTROCT1.lllo\LPNlU.SANDBOTTlIMCHORlISHA.LLHAVEAPIlOPERt.YATTACHE(I RIG1DCE1LIIIG. .....oI.TAIIT'. FURNI5tl A COPY OF THIS DESIGN TO THE INSTAl..l.ATlON CONTRACTOR. AlJ'INE ENGINEERED PROOUCTS.lIC. SHAU.NDT BE RESl'ONSIBLE FOR NfY DEVlATlllN F_Tl11SDESIGN; NfYFA1LURETDIlUILDTHE TRllSS1NCONFORMAIICE.1Tl1TPl, ORfA81lICATlIIG.IWU...ING. SllIF'PIIIG, INSTALLIIIGI\lRACIIIGOFTRUSSEMuGEkF.ilWJ'lN DESIGNCDNFllRIISBITHAPPt.1CA8LE P_151(llCSOF IoI!S (NATIONAL DESIGN SPEC. 8Y,vIPAl AND TPI. AlJ'11lE COIIIECTOR PLATUAAEMDEOF 2Df1B/16GA (B. HIS/I() ASTIIl A653 GRADE 40/60 (B, lVH,Sl GAL"'. STEEL. APPLY PLATES TO u.cH fACE OF TRllSS AND. UlLESSOntE"I~UlCATEOONTl1ISDES1GN. POSITIONP~RDIIM'INGS1_1f.TE NfYIHSI"ECT1ONOFPLATESf~BY(llSHI\U.IIEPER~A3OFTPI1-ZOOZSEC.3. A SEAL ON Tl115 lIRMlNGINDICATES ACCEPTNlCl:OFPROFESSlONALEllGINEERINGRESPDIISIBlLlTY SOl.ELYFOlITHETllUSS.. ._____-"_,,,-_lfflEATPHI5CAITERIo\ DESIGN_. THESUlTAlIILlTYANDuSEOFTl1IScaFONEfITFORNfYBUILDINGI5THERESPDNSIBILtTYOFntE BUILDING DESIGllER PER ANSllTPl 1 SEC. Z. Alpine Engineered Products, Inc. Earth City, MO 63045 0.0.4 + -J ,I MN/-/1/-1-/R/- TC II 38.5 PSF TC Dl 10.0 PSF 8C Dl 10.0 PSF 8C II 0.0 PSF TOLlD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" 5-: .4 Scale =.3125"/Ft. REF R7179- 22789 DATE 06/20/05 DRW MOUSR7179 05171062 MO - ENG BAF IBAF SEQN- 3016 FROM AJA THIS DIG PREPARED FRClIII CClFUTER INPUT (lOADS" DUENSIONS) SUBMITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - BV3 ) Top chord 2x4 SPF M-l0 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:281# each support Wisconsin plate approval #200304-N. In I leu of rigid cei ling use purl ins to brace BC ~ 24" OC. Deflection meets l/240 live and l/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. See DWG VALTRUSSll03 for valley details. QTY:1 MN/-/1/-I-/R/- TC LL 38.5 PSF TC DL 10.0 PSF !!C-DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 58.5 PSF OUR. FAC. 1.15 SPACING 24.0" 4X4= 0.0.4 + 15X4111 3X4(D1)= ~~ ~~X4(D1)= /' L.....J U _ l '--', W#~##/////////#///////~/#///#/#~#///M 15X4111 15X4111 15X4111 1- 8-6-0 _I . 8-6-0 I ,~ R=121 PLF W=17.0.0 -17-0-0 Over Continuous Support PLT TYP. WAVE TPI DesiQn Crlt: TPI-1995(STO) '""""e,,",,,,,,,,,,,,,""'"' ~.~~lIIipARI~MEOR 00_11000 TRUSSES REQuiRE EXTJI8I' CARE 1M f.<.8RICATlOll. w..x.11IG StUPPING. IJtST,t,LLING.vIP 1I1lAC1NM'lJt.~"'" ......'.,..'CMo.>".....,........."....' REFER TO IICSI 1_03 (1lU1LDIIIG COIIIPOIIE/fT SAFETY IIIIF00000TlOll). PIIlIt.ISHEO IIY Tl'1 (TRUSS PLATE IIISTITUTE. stlil'LYUC itOPRa'ESSION.t.l.ENG~EER O'ONOFRIO DR.. SUITE 200, IlADISON, WI S371g1 MIl.-rCA (110OO TRUSS COONCll OF AMERICA. 6300 ENTERPRISE _R'~E, \w.i OF THE STATt l:f MINNESOTA IWlISOII,.IS3T19)FORSAFETYPRACTICESPRIOll.TOPERF~INGTlIESEFUlCTI0NS. UNlESS OlllERWISE INDICATED. TOPCHOIIOSHAU.HAVEPIIOPERlYATT.1,CHEDSTRllCTURAl.PANEt.SANOBOTTmlCHOROSHAl..lHAVEAPROPERlYATTAClfED RIOLO CEILING. Alpine Engineered Products, Inc. Earth City. MO 63045 U'''-T..urT"" FURNISH A ropy OF nlls DC;IOIII TO lJ!.E lHS1Al.l.AllDr4 ccwrIlACTOR. ALPINE ENOINEEREO ~,C:::~Lw~-ri; ~1~~Ill~~~CA~~~~~~SH~~~S::~AlLt:V"f=IIGT~~~Ut)OAF DMAN" DESIOIlCONfORllSWtTHAPPLlCo\IllEPROVISIONSOFIIlIS(MATIONAlllESIOIIISPEC. BY """"'A) ANOTl'I. ALPINE alNNECTORPlATESAREIIo\llEOF20/18/16GA(.,H/S/K)ASTlIIA8S30RADE40/60(.. IVH,S)OAI.V. STEEL. APPL'6ATE PLATES TO o.cH fACE 1IF TRUSS Ne. UIoIl.ESSOltfERWlSE LOCATED 011 THIS IlESlGN, POSlllON PERIlIIM'INOS 16OA_I. =-:~~::T~ ~~~~ ~~~I=E:I=:R7:E~:O:I~~~~~2002 ~/FOR TlfE ~SEAI. ~lllNLW"'Rm.gsCRlTERlA IlESlOJl_. TlfESUITAIIILlTYNeUSEOFTllISCOIIPONENTfORNI'IllUlLDINGISTlfERESPONSIBILlTYOFTHE IlUILDIIIGOESIGNERPERANSI/TPllSEC.2. 0-0-4 + -I -I 4-: .4 Scale =.37S"/Ft. REF R7179- 22790 DATE 06120/05 DRW MOUSR7179 05171063 MO-ENG BAF/BAF SEQN- 3021 FROM AJA THIS [MG PREPARED FROM COW'UTER INPUT (LOADS '" DIIENSIONS) SUIlIIIITIED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION I Prior lake #423 - 8V4 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Upli~t connection required:215# each support Wisconsin plate approval #200304-N. De~lection meets L/240 live and L/180 total load. In I ieu o~ rigid cei I ing use purl ins to brace Be @ 24" DC. See DWG VALTRUSS1103 ror valley detai Is. Truss designed ror unbalanced snow load using 0.30 windward ~actor and 1.80 leeward r8ctor. 3X4(01)'" 0-0-4 + 4X4'" 15X4111 0.0.4 + . ./ L......J L..l u W/##/##/////////////////////////////~ 15X4111 15X4111 15X4111 I 1- R=121 PLF W=13-0-0 PLT TYP. WAVE TPI Alpine Engineered Products, Inc. Earth City, MO 63045 6-6-0 6-6-0 .1 _I . -13-0-0 Over Continuous Support cl . Oesi'ln Crit: TPI-1995(STD) c'fR=~'~~i'''CA- QTY: 1 MN/-/1/-I-/R/- ......1116.. TRUSSES IlEQUIIlE EXTJIEIE CAAE IN FAIIIIICATIOK, HAMlLING. SHIPl'IItG, IItSTALLING AfID 1IIlAoC';I' MVC ECTSUf'EfMSlilImOTHATIAM TC LL 3B 5 PSF REFERTOIICSI1_03{1IU1LDINGlXM'ONENTSAfETYINF~TlOK).PlIIIlISHEDBYTP1{TRl.lSSPlATEINSTIT1JTE. LYUCEi'EOPfI(f[SSIOH.l.LENGfjEE . O'ONOfIUOllll.., SUITEWO, IlADISON, WI 53719) AflDWfCA (MlOO TRllSSCOIINCIL OF_RICA, 6300ENTEItPltISE . ~ R IMlIISON,WI53719)FORSAfETYPRACTICESPRIORTOPERF~INGTHESEFIJNCTI0NS. UNLESSOTHERIIISEIMlICA . T1EI,'NSOflHESTATElJ'MINNEs01A t-TC DL 100 PSF TOPCHOROSKAU.HAVEPROPERLYATTACHEIISTllI!CTUIlALPNlELSANPlllITTWCHOR09W..LHAVEAPIIOPEllLYATTo\CHEII . ,,"'a"'~. 1?1B BC DL 10.0 PSF ........TUT.. flJRNISHACOPYOf THISOESIGN TO THE INSTI\Ll.ATlONCONTR...:TOR. ALPINEENGINEEIlED PROIIIICTS. INC. SKUL NOT tIE: IlESPOfIfSIIlt.E FI1I/: NfY DEVlAT/(JI/ F_ 1H/S DES/GIf: /W'f F"I~ TO !lUlU> TIlE BC LL 0 0 PSF TRUSS IN COIIFOIlIWtCE.ITHTPI: llRF_lCATING, HAMlLIMG. SHIPPING, IHSTAlt.ING I. BR...:INGOf TllIJSSEhLlIAR milANN . OESIGII CONFOJIIII5 .ITH APPLlCA8U PROVISIONS OF NOS (NATIONAL OESIGII SPEC. BY ""I.PA) AfID WI. ALPI~ CONNECTOR PlATES AIlE II.AllE Of 2O/18/16Go\ (..H/S/K) ~ A6S3 GRADE 40/60 CW. IUH,S) GALV. STUl. APPLY 2 . 05 TOT LO. 58 5 PSF Pl..ATESTOEACtlfACEOFlllUSS~. l.IILESSOTHERIIISELOCATEOONTHISlIESIGN,POSITIONPEROII....HIGSI6OA1l.flE .NO.M'(} .. ::':~~:::-':T~ ~PT:iO:O ~~~I=\:1=~-::~~I~~~~200~~V3FllR THE ~SEAI. ~IGliUN ORTP1-95CFlflEAIA OUR. F AC. 1 .15 IlESIGII_. 1HE SUITABiliTY AfID lISEOf THIS~ fllRNNBUILDIIIG IS THE IlESf>ONSI8111TY OF TllE T lllIlLDING OESIGNER PER NlSI/lPI 1 SEC. 2. SPAC I NG 24.0" 3-: .4 Scale =.375"/Ft. REF R7179- 22791 DATE 06120/05 ORW MOUSR7179 05171064 MO-ENG BAF/BAF SEQN- 3026 FROM AJA THIS DWG PREPARED FROM COIIlPUTER INPUT (LOADS" OllENSIONS) SUBMITTED BY TRUSS lIlFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - BV5 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:200# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC. 24" OC. Deflection meets L/240 live and L/180 total load. See DWG VALTRUSS1103 for valley details. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 4X4.. 0.0.4 + .~3; 3X4(D1).. /' /' . ~4(D1)" W//////////////////////////';;' 15X4111 0-0-4 + 4-6-0 4-6-0 - I . ~ .~ :-0-0 Over Cont i nuous Support R=121 PLF W=9.0-0 PLT TYP. WAVE TPI """,-"""~';ffi'''''' ,""co. DesiQn Crlt: TPI-1995(STD) ""_4~""""'~'''," ..WAaIlI....TRUSSESIlEQUlIlEEXTRElIIECAREIJlFAIlRI(;ATlON. HAMlI.IJIG. SHIPPING. 11ISTAU.IJlGAM)8IlACIJIG~lDr~.'''H''V'OV'''''''''',,"1''''U'''''''''. IlEFERTOllCSI1-03 (BUILDING caIPOJIENT SAFETY IJlFllRU.TION). PU8LISHE08YTPI (TllUSSPLATE INSTITUTE. 58\OOLVUC~DPP.IJlSSI(w'lENGlNEER O'OJIOfRIODR.. SUITE 200. WolllSOlf..1 53119) /JClWTCA (WOOIITltUSSCOUIICllOFAMERICA. 6300EJlTERPRISEUflDERT1iI.P.WSOF1\jESTAE(),MIN~E'SOTA WoOISON..1 53119) FOR SAFETY PRACTICIOS PRIOR TO PERFOlaIING THESE FUNCTIONS. \.IJIlESS OTllERIIISE IJlDICATro. ::::,~,:::;U-AA~ ._~, m_"~ 'Mm _MIT~~ -, AA~' _~'m_ 1(l~ ...IIPORTIlIIT.. FURltISH A COPY OF TIllS DESIGN TO THE: INSTALLATION CONTRACTOR. ALPINE EllGIJlEERED ~.C::;~.~ ~1~SPOJIS~~~~~::V~~~~SH~~':5:~ALl.I::"F=NGrg.,BU~~~CE~ ELDMANN DESIGIt CDNFDflIIS .1T1IN'PL!CUlE P.llOII!S!DNS OF lIDS (IIATlDfrIAL DESIGII SPEC. BY """PA) /JCl TPI. foLPlNE _,~ ~'" _ '"" ~ ~"'''~ <<.w"" ~~ M" _ ~,oo c.. ~<" ~"~. -""~ l . c 2'" PLATES TO EACH FACE OF TRUSS AMl. UJIlESSDTtIERIIISE lOCATED ON Tl1IS DESIGII. POSITION PER ORAIlIMGS 16OA_Z. ::J MY INSPECTION OF PLATES FOU-lIWED BY (I) SIIALl. lit: PER ANIIEX A3 OF TJ'll_200Z SEC.3. ~ SEAL 011 Tl1liEslGHlr"'RTPHlSCRITERlA DRMING INDICATES ACCEPTANCE OF PRDFESSIDfrIAL ENGINEERING RESKlJISI81llTY SOLELY FOIl TIlE TltUSS aM'ONENT DESIGN_. TlfE5IJITA8llITYAMlUSEDFTl1ISCDIIPOJIEJlTFOIlNlY8IJILDIJIG 15 TIlE RESPOIISI81L1TY DF TIlE 8IJILDINGOESIGJlERPERAlCSIITP11SEC.2. QTY:' ALPINE Alpine Engineered Products, Inc. Earth City, MO 63045 MN/-/1/-1-/R/- TC LL 38.5 PSF TC DL 10.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF T.LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" T 2-3-4 1 Scale =.375"/Ft. REF R7179- 22792 DATE 06/20105 DRW MOUSR7179 05171065 MO-ENG BAF/8AF SEQN- 3031 FROM AJA TliIS DIfG ~AREO FROM ClJll>UTER INPUT (LOADS &- OIMENSIONS) SUBMITTED BY TRUSS IIIFR. ( 93467-KWIK TRIP CONSTRUCTION I Prior lake #423 - BV6 ) Top chord 2x4 SPF M-1D Bot chord 2x4 SPF M-l0 Webs 2x3 SPF Stud Building type: enclosed - wind load:2D PSF Uplift connection required:200# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC " 24" DC. Deflection meets L/24D live and L/180 total load. See DWG VALTRUSS1103 for valley details. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 6 ,- 4X4'" 3X4(D1)'" ~6 /~~ ~I ~~" ~#//#///////~ 15X4111 0-0.4 + I i- R=12l PLF W=5.0-0 PLT TYP. WAVE TPI Alpine Engineered Products, Inc. EarthCity,M063045 3X4(D1) '" 0-0.4 + 2-6-0 _1_ 2-6-0 _I - __ _~_. I '1 Desiqn Crit: TPI-1995(STD) ~~~~~~i:' QTY:1 "_IIIG" TRl.lSSE$ IlEQlJlllE EXTIlEME CAllE IN F_lCATlON, IIAMlLING. SHIPPING, INST.u.LING NIll BRACI~DtRMY :!l:CT-SUpEiiWil(~ NID IMIIAM IlEfER TO BCSI 1_03 (lIUILDING CCMPONENT SAFETY I~TlON). PU8t.ISHED BY TPI (TllUSS PLATE INSTITUTE. 5-.uJLYUC; ISEOPRIHSSIU'lALENG1NEER O'ONOFIUOOR.. SUITE 200, MPDISOII,.1 53119) .w;lWTCA (11000 TltUSSCOUNCILOf_RICA. 6300ENTtRPRlSEUIDERTHEJ..W50F1HESTAT,(J'MIN~ESOTA IWlIS011..153719)FOR5AfETYPRACTICESPRIORTOPERFORIIING~SEFUNCTI(lfIS.l.WL.ESSO~RIIISEtNllICATED. ~ TOPCNf)fIDSHALL HAVE_R1YATTAalaI5TIllICTUIIAL PAflEL5AflD80TTmlCHOIlD SlW.L ~VE A_RLY ATTACHED 11) RIGIOCE!L1NG. ..I..-oRTMT.. AlllN1SH A COP'\' OF ntlS IIESIGfl TO nIE INSTALlATIONlXlNTIlACTOR. ALPINE ENGlfEEREO PRlDlCTS.IMC. SlW.LItllTBERESPONSIIlLEFORNfYIlEYIATIONF_ntIS0E5IGfl; NrYFAIUlRETOBUILDTHE TRl.lSS IN'" ".Int TPI; OR FABRICATING, HAfIIlLING. SHIPPING. INST.u.LING" BRACING Of TRl.lSSElBRUCEAllDMANII OESIGN CllIIFORlIIS .ITtt APPLICABLE PROVISIONS OF rv.; (NATiONAl OESIGN SPEC. BY AFJ.PA) NIll TPI. ALPINE CONNECTOR PlATES ARE MIlE OF ;lO/18/1llGA (.,H/S/1() ASTM A653 GRADE 40/60 (W. IVH.S) GALV. 5TEEl. APPLYDIi,1'E REG.N 20 'OS PlATE5 TO EAOl FACE OF TltUSS NIll, lIILESS OTHE1IIIISE LOCATEO ON ntlS OESIGfl. POSITION PER ORM'ING5 16OA-'~: =-:~~::T~ ~PT~ ~ml=\:'=;R=E~!;~~~~2002 SC:~~y3FM TJlE r:u~IQNutaRTPI-S5CRm:RlA OESIGN_. TttESUITAlIllITYNIllUSEOf'TttlSCCM>ONENTFORAflYBUILDINGISTHEltESPllIIS181llTYOFlltE 8UILDINGOESIGfERPERNlSIITP11SEC.2. MN/-/1/-I-/R/- TC LL 38.5 PSF TC DL 10.0 PSF 8C DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" T 1-3-4 -L Scale =.375"/Ft. REF R7179- 22793 DATE 06/20105 DRW MOUSR7119 05171066 MO-ENG 8AF/BAF SEQN- 3036 FROM AJA THIS DIG PREPARED FROM COIlPUTER INPUT (LOADS &: DUIENSIONS) SUBIIITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION I Prior lake #423 - CM ) Top chord 2x4 SPF M-l0 Bot chord 2x4 SPF M-l0 Webs 2x4 SPF Stud :Lt Stubbed Wedge 2x4 SPF Stud: Building type: enclosed - wind load:20 PSF Uplift connection required:200# each support Wisconsin plate approval #200304-N. Left end vertical not designed to be exposed to wind pressure. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" OC Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. !1 ~~ 0-7-8 1'-' "T' 3X5(Gl) III .-L ~2-0-0 15X4IU 6 R=O Rh=190 15X4111 R=376 Rh=-190 12-6-0 Over 2 suppor:sl 1- _ ~,6cq PLT TYP. WAVE TPI Alpine Engineered Products, Inc, Earth City, MO 63045 Desion Grit: TPI-1995(STD)/UBG \~,~,~~~;~~ .......111II.. TltUsst:s REQUIRE EXntEME CARE lit fNmlCATlllfI. t-.HIG. SHlPl'ING, HISTALLING AIID IIllACI/IlUIJOERM'iPIIl:GT5Uf'ERWlIOO.I.NOTHATlAM REFER TO BCSI 1_03 (BUILDING ~ SNllY INfOAlllllTlllfIl. I'UllUSHED IIY TPI (TRUSS PlATE INSTITIfTE. 5.:uJLYUChiSl'OPRCfESSIOO1d.B~G1NEER O'llfIDfRIOllll.. SUITE 200. MADISDII. .1 53719) AMlwTCA(IIDDDTItUSSCOUNCILOf_RICA. 6300EJlTEItPlIIst:lIleEflTHEA'NS()f1lfESTAT,(J'MIN~ESOTA IWIISD11..IS3119)FllIISAFETYPlIACTICESPltlORTDPERHIIIIIIIIGTIlEst:FUIIC1lllf1S. Illll.ESSOTIlERIIISEINOICATEO, TDPOIDItDSHALLlIAvEPltDPEItl-YATTACHEOSTlIt.IC1UIAl.I'NlELSAllDBDTTmlCHDRDSHALLHAVEAPltDPEIlLYATTACHEO RIGID CEILING. QTY:90 MN/-/l/-/-/R/- TC LL 38.5 PSF TC DL 10.0 PSF BG DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 58.5 PSF OUR. FAG. 1.15 SPACING 24.0" ..'....TIIIIT.. ~ISH A COVV Of THIS DESIGN TO TIlE INSTAllATHlN COIfTItACTDR. AlPINE ENGINEERal PRODuCTS. INC. SHALlNDTBERESPOIISlIllEFORNlYDEVIATlllNF_THISOESIGN; AK'fFAllUltETDBUILOltlE TRUSS IN CONFD-..cE .1T1l TI'I; OR FABRICATING. 11MDt.ING. SHIPI'ING. INSTALLING Ii BRACING OF 11tl1Sst:!!lRIJGEA.f LDMANN IlESIGNCONF_.lltlAPPI.ICABLEPROVISIONSOfNOS{NATIDNALIlESIGNSPEC.8YAfIiPA)AICITPI. AlPINE ~ES~ ~E~: Of~~ ~~B/~~.O~:~st:AS~~~ ~I:~~I~: ~i~lONGAL~R ~~i.Gs ~~ NlYINSPECTlllfIDFPL.ATESf~BY(I)SIIAllllEPERAMEl(A30fTPI'-2DD2SEC.3. ASEAlONltllS DItAIIING INDICA~ ACCEPTANCE Of PROFESSiONAl ENGIIEEltING RESPOIISIBlllTY SOLELY FOR THE 1RUSS cGFONErIJ5lQNIIi EATPl-ll5CRITERlA PEStGNSHlMN. TtlESUITABI1l1YAMlllSEDFlllISCOMPOIIENTFORNlYIlUILOINGISTHERESPDNSI8Ill1YDFTHE SUrLDINGIlESIGNEltPERANSllTPt 1 SEC. 2. T 1-10-8 1 Scale =.5"/Ft. REF R7179- 22794 DATE 06/20/05 DRW MOUSR7179 05171068 MD-ENG BAF/BAF SEQN- 19764 REV FROM AJA THIS IMG PREPARED FROM COFUTER INPUT (LOADS 80 OIIENSIONS) SUBlIlITTEO BY TRUSS "'R. ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - OCDGE ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud :W1, W2 2x4 SPF Stud: :F9, F10, F11, F12, F13. F14, F15, F16, F17 2x4 SPF #3: (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Building type: enclosed - wind load:20 PSF Uplift connection required:867# each support Wisconsin plate approval #2oo304-N. Roof overhang supports 2.00 psf soffit load. See DWGS Al0030EC1103, GBLLETIN1103, & GBLBRSTC1103 for more requ i rements. In I ieu of rigid cei I ing use purl ins to brace Be @ 24" OC. Deflection meets L/240 I ive and L/180 total load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 0.3.14 1 T 35X8o/ 11/ ,,~cC: n, 5X7= ~""" "",,..- r """."'" 35X8<> F 13 . F!1 F.2 F.4 F 5 ~1~55 n. '.,!, I-~ " .'::,' ?Q'/h:"q//h w////.r////,I//////,;,///h """,,,,,,,,,,,,,,',,~ 5X6= 3X4= W2 3X4= 0-3.14 1 T L , ... ,. i"//////.. 9///..- .1............// -////h .,...///. ,,';. 5X6= 3X5(**) = 3X5= '~ _.10-5-4 ::Wl,;Jo 0.5.6 I _ -1- 26-6-11 26-6-11 ~ R=127 PLF W=50.0-0 ._1 " :3-1-6 Over Continuous Support Note: All Plates Are 15X4 Except As Shown. PlT TYP. WAVE TPI ''''''''''''''TlIAJ1ii"PWS<C'"''' Oesi,," Crit: TPI-1995(STO) '01<._"''''''''''"'"" .......110.. T1lIJSSES REQUIRE EXTREIIE CAllE IN Ff<BRICI<TlllN. HAMlLING. 9lIPPING. IHSTAU-ING AM) 1lRAC11Il<::'-~ - ".~,.,..m "."'~" REFER TO IlCSI 1_03 (BUlllllNG CQlJ'(lIl6IT SAFETY INF_TlllN}. PI.llIt.I91EDBY Tf>1 (TRUSSPL.ATEINSTlnrTE. d~LYUC[WSEOPf\CfESSION"'-ENG~EIR lI'llNOFRllIOR.. SUITEZOO.IWlISllN. .1 53ng)NIIl.-rCl<{1IOOOTRUSSCOJIICllOF_RICI<, 6300ENTERPRISEIiII!fllT'iE IWS OF THE STATE {f MINNESOTA IWlISllN..l 53119) FORSAFETYPltACTlCESPRIOltTlIPERFllRIIINGTltESEflMCTIONS. llNlESSIITHEIlB'ISElfIOICATElI. HIP CHlIRD SHAlL IVlVE PRIlPERlY ATTACHElI 5TRUCnIlIAI. PANELS AM) BOTTOII atORlI StII\lL Ho\VE A PRIlPElllY ATTN:HED RIGllICElllNG QTY:1 MN/-/1/-I-/R/- TC II 38.5 PSF TC Ol 10.0 PSF BC Ol 10.0 PSF BC II 0.0 PSF ..... TOT.lO. 58.5 PSF OUR.FAC. 1.15 SPACING 24.0" Alpine Engineered Products, Inc, Earth City. MO 63045 ........TMT.. FURNI5H A COPY Of rnlS OESIGN TO THE lNST...u....TIONCllIITIlAI:TOlt. .<.L.PlNEEllGINEERED :~~> .!NC;_. SWof;'-.~ ~1~PONSi.~"':'~~NG~~~~5H~~I<<l~S::;:~M.LI:".F~NGT~~~~CE"f.-.llw.NN OESIGNCONF(lllII5.lrnN'f'LlCABU:PROVISlllNSOfflOS(IrIo\TlOlW..OESIGNSPEC,BYAf&PAlI\llllTPI. AlPINE CCNlECTOR PlATESNlEIII\OE Of lO/1SI16GA (.,H/S/Kl AST11A653 GRADE 40/60 (.. K/Il,Sl GAt.V. STEEL. APPt.'IlAll: PLATES TO EAOlFACE OFTl!\ISSAM). lWlESSIITHEIlB'ISELlICATElIllfIrnISIlESIGN,POSITlllNPERORAB'I1lGS16OA-Z. NfYINSPECTIllNOFPlATESfOl.LOWEOBY(I)SHAU.BEPER_E)(1,3OFTPI1-2002SEC.3. ASEALllNrntl5l6NIINERTPI-95CRIlERIA 1lRAB'II<<llN01CATES ACCEPTNlCEOfPROFESSIc.u.a.ENClfEEltINGRESPllNSIBILITY SOlELY FOR THE TRUSS CQlJ'(lIl6IT OESIGN_ THESUITI\81LlTYANOUSEOFrnlSCOW'ONENTFORNfYBUIWING1STHERESPllNSIBILlTYOFllIE BUIWINGIlESIGNERPERANSIITPI 1 SEC. 2. 12- :-7 Scale =.125"/Ft. REF R7179- 22795 OATE 06/20/05 DRW IIOUSR7179 05171067 MO-ENG BAF/BAF SEQN- 3094 FROM AJA ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DCK ) Top chord 2x6 SPF 1650r-1.5E Bot chord 2x4 SPF M.10 Webs 2x4 SPF #3 :W1, W2 2x4 SPF Stud: :W3 2x4 SPF M-10: :W4. W5, W6 2x3 SPF Stud: :W9 2x4 SPF 2400r-2.0E: :W12 2x4 SPF 1650r.1.SE: :W13 2x4 SPF 2100r.1.8E: :Rt Bearing Leg 2x4 SPF Stud: (A) Continuous lateral bracing equally spaced on member. Derlection meets L/240 live and L/1aO total load. 6X8" 0-7.8 1. T 3X4'" 1~.O'gl I 1- PLT TYP. K,WAVE TPI Alpine Engineered Products, Inc. Earth City. MO 63045 4X5 (R) ~ 4X5" 4X4-e 5.5 r: 4X411 4X8'" 4X4 (R) III 3X4'" K308'" 26-11-15 :4-8-12 Over 2 Supports R=3185 W=5.5" THIS E*> PREPARED FROM COMPUTER INPUT (LOADS ... DIIENSIOHS) SUBMITTED BY TRUSS MFR. Building type: enclosed - wind load:20 PSF Uplirt connection required:435# each support Wisconsin plate approval #200304-N. Roor overhang supports 2.00 psf sorrit load. In I ieu of rigid cei I ing use purl ins to brace Be @ 24" oe, Truss designed for unbalanced I ive load. 4X5 (R) III .:0 5,5 5X6~ c 3X7111 ~~:~:\ ~;~ 114X4'" L 4X10", I 5X10'" _1- 7-8-13 -I ,I R=2091 W=3.5" IHEREBYCIRTIFYTHATTHISPI.AN,SPECIFK:A- Des i on Cr it: TP 1-1995(STO) ,,'L"l!I!lE).4~\'9!.'''',. Q1": t "U"IIIOOO TlIUSSES ~OJIKE EXTREME CAAE IN FAIIIlICATlllIl, t-.ING. SllIPJ'ING. .,ISTo\U.IIIG NG IIRo\CI)lyucEJ.;:ioffi(:flsi;ioo,\,LENGlNEER'- IIEFEKT08CSll_03{BUILDIItC~SAFETYIHfOfal\T1ll1l),PUBLlSHEOBYTPI(TRUSSPLATEINSTITUTE. ElImfL.\'rSOFl11ES1AT"{f"MIN~ES01A O'ONOl'KIODR..SUITE200,IlADI$ON.WIS31l9)AHDWTCA{WOOOT1llJSSCOUIICILOF_RlCA.6300EMTERPIlISE. " IlADISON,WIS3119)FORSAFETYPRACTlCESPIllllRTOPEIIF~INGTHESEFUNCTlllIlS. UIll..ESSGTMi:IlIIISEI.-JICATBl, lDl'CHORDsw.u.HAVEPIlOPEIlLYA1TACHEOSTllI.lCTUAAI.P.....ELSAND90TT~CHORIIStW..LHAVEA~IlLYATTACtlro ~I KIGIOCEILlNG. ool-..oRTAllTOO FLlltfIISll A COPY OF T1IIS DESIGJII TO THE INSTAUATION ClWTIlACTllIl. ALPllIE ENGINEERED i~ ~:'d:~Lw~ ~1~Sf'ONS~~~~~:v~~~~SH~~~S::+ALLl:rIF::w:~NG~~~~CEAFE JMANtI ~ OESIGft CllIlFOIlIIS WITH APPLICABl..E PROVISIONSOf' IlllS (NATlONALOESIGJIISf'EC,BYMIJ'A)foNllTPI. ALPINE: CONNECTOR PLATES AIlE IlADE OF 20116116GA (I'.II/S/II.) AS11I "-653 GIlAIlE ~O/60 fI, Kill,S) GAt.V. STEEL. APP\DIllt N 19,.: 20 '05 PLATES TO EACH FACE OF TIlI/SS AND, UNl.ESS DTHEIlIIISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 1_~1. Jun Nf'fINSPECTlllIlOFI't..ATESFOL.UMUIBY(I)SHALL8EPERANNEllA3OFTPI1-200ZSEC.3. ASEALONTKlISIGNlJIl:RTPI-95CRIlE _ING'IIDICATESACCEPTAllCEOFPIIOFESSIOIlALENGINEEltINGIlESPOIISIBILITYSOLELYFlIRT1IETRUSS~ DESIGNStKlIN. THE SUITABILITY AND USE Of'T1iISCOllI'OfIENT FORNf'f BUILDING IS THE RESf'OIISIBILITY OF THE BUILOINGOESIGNERPEK.....SIITPI 1 SEC. I. MN/-/1/-/-/R/- TC LL 38.S PSF TC DL 10.0 PSF BC OL 10.0 PSF 8C LL 0.0 PSF TOT.LO. 58.5 PSF OUR.FAC. 1.lS SPACING 24.0" 12- 1-7 T 3.6.0 1 Scale =.187S"/Ft. REF R7179- 22796 DATE 06/20/05 DRW MOUSR7179 05171079 MO-ENG BAF/BAF SEQN- 1226S FROM AJA ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DGR-3 ) Top chord 2x6 5PF 16S0r-l.SE :T4 2x6 SPF 21oor-l.8E: Bot chord 2xl0 SP 2250f-l.9E Webs 2x4 SPF 11I-10 :.4, .13 2x4 SPF 1650f-l.5E: ;W5, W7, .8, .11 2x6 SPF 1650f-l.5E: :W6, Wg, .12 2x4 SPF 21oof-l.8E: ;W15 2x4 SPF Stud: :It Wedge 2x6 SPF 1650r-l.5E::Rt Wedge 2xl0 SP 2250f-l.9E: 3 COIPLETE TRUSSES REQUIRED nus DWG PREPARED FROIlI C(M>lJTER INPUT (LOADS &- DIMENSIONS) SUBIIITTED BY TRUSS MFR. '1 Nai I ing Schedule; (O.128"x3"~Gun_nai Is) Top Chord: 1 Row .12.00" o.c. Bot Chord: 3 Rows. 3.00" o.c. (Each Row) Webs 1 Row . 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid spl itting. SPEC I Al LOADS ______(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) TC From 49 PlF at 0.00 to 49 PlF at 50.00 Be - From 10 PLF at 0.00 to 10 PlF at 50.00 Be 3298 LB Conc. Load at 2.00, 4.00, 6.00, S.OO, 10.00 12.00, 14.00, 16.00, lS.00, 20.00, 22.00, 24.00, 26.00, 2S.00 30.00, 32.00, 34.00, 36.00, 38.00, 40.00, 42.00, 44.00, 46.00 4S.00 Bearing blocks: Nai I type: 0.12S"x3"_Gun_nai Is BRG X-lOC #BLOCKS lENGTH/BLK #NAILS/BlK 3 49.542' 1 19" 43 Bearing block to be same size and species as Refer to drawing CNBRGBlKll03 for additional information. WALL PLATE Match Truss bottom chord. (B) #3 or better scab brace. Same size & SO% length of web member. Attach with lad Box or Gun (0.12S"x3",min.)nails _ 6" OC. (..) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. (A) (2) #3 or better scab braces. Same size & SO% length of web member. Attach one to each face w/l0d Box or Gun (0.12S"x3",min.)nails _ 6" OC. Building type: enclosed - wind load:20 PSF Uplift connection required:6655# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC _ 24" DC. 6X6(R) II Trusses to be spaced at 12.0" OC maximum. Deflection meets l/240 live and Ll180 total load. 5X6"" K1013(R) ~ K1216(R) ~ 8X8 (R) ~ WARNING: Furnish a copy of this DIG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. . WARNING. A reaction exceeds 20000 Ibs. 8X8(B2) = '-3-0 1 f 101411I -, K1216(**) = K821 (R) III BX12(R) III K1216(R) IN K814(R) III 1014= KS814'" R=9715 W=5.5" I...: f-. f-< _I 17-5-0 24-11-15 17-2-4 R=48663 W=8" o:ll. ~O-O-O Over 3 Supports 25-0-1 32-4-4 PLT TYP. K,KS,WAVE TPI DesiQn Crit: TPI-1995(STD) QTY:1 8X8(R) #,I 5X14 III '"_1118" TIllISSE:S IlEQUIIlE EllTIlElIE Co\IlE: IN FAllltlCATlON IWIOt.lNG SHIPPING INSTALLING ANO BAA.C1::I.-''''''~':1''''~'''''' u..~,_, ~.~ ". REFER TO IlCSI 1_03 (1lUIUlING ClM'ONE/CT SAFETY INF~TloN). PUBL'SHEO BY TPI ("TRUSS PlATE INSTll\ITE, . LYUCE:lSEOPllCfESSIOOALENGlNEER TC LL O'ONOfRIOOR.. SUITE200.Ilo\OISON. WI 53719) ANOWTCA (WOOlITllUSSCOUNCILOf_RICA. 63llOBlTERPRlSE .ERTHE 'WS()fTHESTHEClF~INNESOTA t) =1::.mW~~1~~~~~ ~=S~~ ~:"~l~ ~~llN~IIN:;~ ~n:~y'::'~=' TC DL .,,"wu~ ~ BC DL .....-oRTUT.. FURNISH A COPY Of TllISOESIGN TO THE INSTALL.\TIDNCONTflACTOR. ALPlNEEIlGINEEIlEII ~~'_!NC: ~.r:orit ~,~ESPONS~~=~NG~~~~SH~~NG~::iALLI:V/:=NG~~~"'?U(l:Af DMANN C LL OESIGNCOlIFl/AlIlS.ITlI........ICAIlL.EPROYISlllNSOfIClS{NATlONALOESIGNSPEC.IlYAFUOA)ANOTPI. ALPINE ~~ ~TE~: OF~ ~~Il/~~.=~SE~~~~ ~I:O~I~: ~i~~:'-~R ~~Hcs ~~~ . 20 ' TOT. LD. MY INSPECTION Of PlATES FOLLDllElI BY (I) SIIo\U. BE PER ~ A3 Of TPI1_2002 SEC.3. A SEAL ON TllMSFGNUN EfHPI-95CIlFTE .A OUR FAC llIlAWlNG II&IICATES foCCEPTANCE OF PROFESSIONAL EIlGINEERING ItESl'DNSIIlILITY SlllELY FOR THE TRUSS C<WONENT' . . OESIGN_. TltESUITAIIILITY~IJSEDf"TltIS~ENTFOIlMYIlUIUlINGISTllEIlESPONSIIlILITYOfTIlE IlUIUlIN:: OESIGNER PER ANSIITPI 1 SEC_ 2. SPAC I NG MN/-/1/-1-/R/- 38.5 PSF 10.0 PSF 10.0 PSF 0.0 PSF 5B.5 PSF 1.15 Alpine Engineered Products, Inc. Earth City, MO 63045 12.0" 12- ).7 R=24628 W=5.5" -I ~I Scale =.125"/Ft. R7179- 22797 06/20105 REF DATE DRW MOUSR7179 05171059 MO-ENG BAF/BAF SEQN- 12404 FROM AJA THIS lMG PREPARED FROIll CQII>IJTER INPUT (lOADS" DUlENSIONS) SU"*ITTEO BY TRUSS MFR, ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DMTRY ) Top chord 2x4 SPF 2400f-2.OE ;T2 2x4 SPF M-l0; Bot chord 2x4 SPF 2400f-2.OE ;82 2x4 SPF 21oof-l.8E; Webs 2x4 SPF Stud ;WZ, W4, W7, .12 2x4 SPF M-l0: ;Lt Level Return 2x4 SPF Stud; :Lt Level Return 2x3 SPF Stud: Building type; enclosed - wind load:20 PSF Uplift connection required:272# each support Wisconsin plate approval 1200304-N. In I ieu Of rigid eel ring use purl Ins to brace Be . 24" OC. SPECIAL LOADS -_____(LUMBER OUR.FAC.:l.15 / PLATE DUR.FAC.:l.15) TC - From 97 PLF at -2.00 to 97 PLF at 17.56 Be - From 20 PLF at 0.00 to 20 PLF at 17.56 PLB- From 4 PLF at -1.96 to 4 PLF at -0.08 BC - 150 LB Cone. Load at 10.92, 14.17 Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 15X4111 De 'lection meets L/240 I ive and U180 total load. 5.5 I 5X6.p T2 6X12qJ. ,( 9-10-9 4X4~ WI --' L- 82 5X6'" L- 4X7~ 4X7'" K8n.. 6X8~ T 0-11-15 ...L 4X7'" 5.5 6X8~ 15X411 15X4111 ~2-0-0.,J r I-- R=1989 W=5.5" I 17-6-12 Over 2 Supports 9-8-14 I ,~ R=1765 W=3" 7-9-14 PLT TYP. K,WAVE TPI OeSiQn Grit: TPI-1995(STO) ~~~'lJlt~,"I'l!'~'m.," .......,ItG.. TRU~ REWIRE EX1JIBIE CtIIlf")1I FABII)CAT)OH. IlANDLING, SHIPPING, INSTALLING AND 8RACII1I<W.CTS~Nw7~.l71.4M :~~~O~~.lSu~T~BU~I:O~s~~ "'::=T~:c>.; =~SH~~LTP~ ~~ ~~I::~::~5E LYUW~OPA(fESSIOO~ENG~ffR MADISON. II 53T19) FOR SNElY PRACTICES PRIOR TO PEItfOlWING THESE FUNCTlONS_ ltlI.ESS'OTIERlISE INOICA ~RmEI _NSOf1HESTAT,OFl\lIN~ESOTA TOPO<<lRlISllAU.IlAVf:_RLV"TTAalEOSTIlI.ICTlIIVot.PNlELSMIOIlOTTmlCHOllDSHIILlIlAVEAPROPERLVArrr.ctED RIGID CEILING. .8 5-1'--0 QTY:' MN/-/1/-/-/R/- TG LL 38.5 PSF TG DL 1D.0 PSF BG DL 10.0 PSF BG LL 0.0 PSF TOT.LD. 58.5 PSF DUR.FAG. 1.15 SPAGING 24.0" ALPINE "IIIPOItTAIIT"FURIoIISHACOPYOFTHISOI:SICATOTIlE INSTA.U.ATIOHCllNTRo\CTOIl.. AlJ'INEEllGINEEIlED PRODuCTS. INC. SllALLNDTIlEIlESPONSIBLEFOIlNfYOEVI"TIOHr_THISOESIGN; NfYfAILIJRET08UILDTltE ~~~I~~ ~l~ PROV~I~~CA~(NA~NGDE;':::~C.I:T~~:; :m~:~ OF ~~IHFE DMANN ~ECTOIt P\...A.TES AIlE WIllE OF W/l.f16GA (I.IVS/K) ASlII MS3 GRADE 40/60 f'. K1H,S) CALV. STEEL. /oPPLV pu'TESmEAClfFACEOFlRtISSNiCl. IIM.CSSOTHE:RfIISC lOCATWON TillS DESIGN. POSHIOHPUDRAII)J!IGS lSClCllli NfY INSPECTIOfIDF PU,TES FOl..LOlIEll BY (I) SllAU.8E:PER...-x"3DFTPtl_2002SEC.3. A SEAL OH THIS IIllM'INGINOICATESACCEPTNtCEDFPIlOFESSlONALENGINEERINGIlESPONSI.ILITYSOLElVrORTltETRUSS~IGHlflIATl'HlSCIUlBlI.I, OESIGN_. THESUITA8ILITYNlDUSEOFTHIS~FOIlNfY8UILDING1STHEI!ESPONSI8ILITYOFTHE BUILD11IG DESIGNER PERNlSIITPI 1 SEC. 2. Alpine Engineered Products, Inc. Earth City, MO 63045 Scale =.3125"/Ft. REF R7179- 22798 DATE 06/20/05 DRW KlUSR7179 05171080 MO-ENG BAF/BAF SEQN- 3076 FROM AJA ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DV1 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x4 SPF Stud :W5, W6, W7 2x4 SPF #3: THIS (.c; PREPARED FROM COII'UTER INPUT (lOADS a. DIIlENSIONS) SUBIIITTED BY TRUSS IIFR. Building type: enclosed - wind load:20 PSF Uplift connection required:741# each support Wisconsin plate approval #200304-N. (A) Continuous lateral bracing equally spaced on member, In I ieu of rigid cei I ing use purl ins to brace Be ., 24" OC. Deflection meets L/240 live and l/1aO total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.aO leeward factor. See DWG VALTRUSS1103 for valley details. 3X5(01)= ~' or L ,,,,,,.,.,,,,,,,..;,.,.. ~ R=121 PLF W=44-10-0 5X6= 3X69 3X6~ 5 J (A) 'A) J , (A) ,-""""",,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,, ."",,,,,,..,' 0"/0"////////;,/"""'''''"' "'3"X'6~ ' 'f"""'" 3X6= 22-5-0 22-5-0 _1- ~4-10-0 Over Continuous Support PLT TYP. WAVE TPI Note: All Plates Are 15X4 Except As Shown. Alpine Engineered Products, Inc. Earth City, MO 63045 3X5(01) = 0-0-4 t _J 1 -I Oes i qn Cr it: TP 1-1995 (STO) i'r.i:lfi,':,m::.:r.a;~i~." .......... TIlIISSESItEQUlREEXTJlE.:CARE INFNlRICATlON. IWIOLING, SHIPPING, INSTN.LINGAND8IlA(:INGJIIUt~M'fIIl~I~NillI~AIIM1 REFER TO 8CSI 1-03 (BUILDING COMPONENT SAFETY INFllIlIIo\TlON). PUBLISHED BY TPl (TRUSS PlATE INSTITUTE, 5UlULYUCbffOPRlfES$lltIALENGlNEER O'llNOFRIOOR., SUlTElllO. IIo\lIISON. WI 53719) AND.-rCA (WOOOTIlUSSCOUNCllOF~RICA. 6300 ElITEI!PItISE IIlUERl'IE AWSClFIHESTATECfMIN~ESOTA. w.olSOll,WI 53119) FOll.SAFETYPIlACTICESPIlIOll.TOPEIlFORIlINGTHESEFUlCTlllNS. l.WLESSOTHEIltlISEINIlICATED. TOP CIIOIllI SW\U. HAVE PIlOPEIlLY ATTACllEll STIl\JCllJIlAL PAllELS oVID IIOTTON CIIOIllI SHAU HAVE A PROPEIlLY ATTAClfED IlIG10CEILING. ..I..-TAIIT.. FllIlNISH A COPY OF THIS DESIGN TO THE lNSTALLATlONCONTAACTOIt, ALPINE EJ<<;INEEIlEO PIl(lIlIJCTS, INC. StIAllIlOT lIE RESPONSIBLE FOR MY DEVIATION F_ THIS DESIGJI: MY fAILURE TO aJlLD THE TII\JSSINCONfORlloVlCl::WITHTPI: OIlFMlltICATING, HANDLING, SHIPPING, INSTA.llllIG l BIlAC1NG OF TIlUSSEftCEA.F UlMANN DESIGNCONFORII5WITHAPPt.lCAlIlE PIlOVISIONSOFNIIS (NATIONAl DESIGN SPEC, BYAFlPA) oVIDTPI. A.lPINE :;:::"~~ ~E~: OF~: ~~B/:"~S:O~~::S~~~~ ~,i~~,:: ~i~~ONGAl~R ~~NcS :;;~~ =-::~~:~~ ~~~~u:o ~~~~r=E:I~Il=~:':I~;~i~OO~~~y3FOR THE ~EAL~lGHUfll:RTl'l-S5CRlTtI DESIGJlSHOWfI THE5UITABIL1TYoVIDIlSEOFTHIS~ElITFOll.MYaJILDIIlGISTHEIlESl'ONSIBILITYOFTHE BUILOlllG DESIGNE:R PER MSIITPI 1 SEC. l. QTY:1 MN/-/1/-I-/R/- TC LL 38.5 PSF TC OL 10.0 PSF 8C DL 10.0 PSF C LL 0.0 PSF TOT.LO. 58.5 PSF OUR.FAC. 1.15 SPACING 24.0" 10-3-9 Scale =.125"/Ft. REF R7179- 22799 OATE 06/20105 DRW MOUSR7179 05171069 MO-ENG 8AF/BAF SEQN- 12294 FROM AJA -I I THIS DWG PREPARED FROM COIIPUTER INPUT (LOADS" DUENSIONS) SUBMITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DV10 ) Top chord 2x4 SPF M-l0 Bot chord 2x4 SPF M-l0 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:200# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC ., 24" DC. Deflection meets L/240 live and L/laO total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. See DWG VALTRUSSll03 for valley detai 15. 0-0-4 + 5.5 ,-4X4= = ~5.5"" 3X4(D1)/ ~D~ ~4(D1)= ~//#///;///////)3 1SX4111 0-0-4 + 2-9-6 2-9-6 ,J " r R=121 PLF W=5-6-12 uu_ ., PLT TYP. WAVE TPI Desiqn Crit: TPI-199S(STD) \r.,~~~~~~?:' "DDI... TRUSSES REQuIRi: ElITllEIE CNtE IN Fo\8RlCAn~. HAHllt.ING. SHIPl'ING, lNSTM.t.ING ~ 8AACIIIG'!.u""'m..""""~~"",,,1'\M Ri:FER TO 8CS1 1-03 (8UIUlING tDFIlIIEIlfT SAFETY lllF~Tl~). PUBLISHED BY TPI (TRUSS PLATE INSTITI1TE. 5IIil!LYUCE SEOPR(fESSI~ALEN~"EER D'OHOfRIOOR.. SUITE ZOO. IIAIIISlJII..I 53719) AMIWTCA (IIDOD TRUSS CCUtClL OF _RICA. 6300 ENTERPRISEdllEATHE ~WS~THESTATEOF~INNESQJA 1lAD15ON..15]1l9)FORSAFETYPRACTIa:SP'tlORTOPEIlF~INGTHESEFUNCTIOHS. UlILESSDTHERWISEINDICATED. TDPCHDRDsw.lt.HIIVEPROPERl.-YATTJlCHEDSTlIUCllJIlALPMELSAII08DTTClIalORDSllAl..LHllvEAI'ROPEllLYATT.u:HED RIGID CEILING. oft- MN/-/1/-1-/R/- TC LL 38.5 PSF TC DL 10.0 PSF DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" Alpine Engineered Products, Inc. Earth City, MO 63045 .'I..-oRTMT.. FURNISH A COPY OF THIS DESIGN TO THE INST"'-I.ATlOH CONTAACTllR. ALPINE ENGIIlEERED ~~.~r:-::t.~ ~1~Sl'ONS:'~~CA~IIG~~~~SH~~IIG~S::~ALLI:V&F~~NG ~~~~L"EAf llMANt. DESIGNCONF~.ITtlAPPLICMLEPIlOVISIONSOFNDS(""TlOl$ALOESIGNSPEC<8YAF"P")ANDTPI. ALP11IE ~CTORPLATTiSAREIWlEOF20/11l/16GA(.,H/S/K)AS'OlA6S]GAAOE.O/60(..K/'l.S)GALV.STUL. APPL'OATE Pl..ATESTOEAalFfoCEOFTRUSS......,UlILESS~RWISELDCo\TEDONTHISDESIGN.POSITIDlIPERIlRAllINGS16OA_Z. ::':~~::T~ P~~~a:D~~~~I=\:I:~R=~~I~~;~200Z ~/FOR THE ~EAL~IGNUN EflTPl-9SCRITERlA OCSIGN~. THl:SUITABILITYANDUSEOFTH1SCOMPDlIEltTFORMV8UILlJINGISTHERESPONSIBILITYOFTllE BUIUlIIIGOESIGNERPERNlSIITPI 1 SEC. Z. T 1-3-9 ..L Scale =.37S"/Ft. REF R7179- 22800 DATE 06/20105 DRW MOUSR7179 05171078 MO-ENG 8AF/8AF SEQN- 12347 FROM AJA THIS PIG PREPARED FROM COIIFUTER INPUT (LOADS'" DlIENSIONS) SUBMITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DV2 ) Top chord 2x4 SPF M-l0 Bot chord 2x4 SPF M-l0 Webs 2x4 SPF Stud :W5 2x4 SPF #3: Building type: enclosed - wind load:20 PSF Uplift connection required:669# each support Wisconsin plate approval #200304-N. (A) Continuous lateral bracing equally spaced on member. In I ieu of rigid cei I ing use purl ins to brace BC . 24" OC. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. See DWG VALTRUSSll03 for valley details. SX65 5.5 3XS.. ~f r . ~XS'" <: W! 3XS(D1) .. 0-0.4 t (A) ~S(D1)'" -=- - -. - =- W//////fiW////////////////////////////////////////,'//////////////////////////////////////////////////////////////////////////////fi 3XS.. 3XS.. l.., 20-2-13 -J 20-2-13 .1- rc R=121 PLF W=40-5.10 ~O-5-10 Over Continuous Support " Note: AI I Plates Are 1SX4 Except As Shown. PLT TYP. WAVE TPI IHEREllYGERllFYTHATTHISf'lAN,SPECIF\CA- Desion Grit: TPI-199S(STD) l'l2J)~~,N~"~~,... QTY:1 MN/-/1/-I-/R/- ......1110.. TRUSSES IlEQlJIRE ~ CARE IN FABRICATION. -'1"'. SilI""ING, IIISTAU.1NG NID IlIlACING~ooiYu\"mPR(FESSIOOALEJ'lGlNEER TG LL 38 5 PSF REFER TO IICSI 1_03 (1IUILOING lXWONEflT SAfETY INF~T1ON)< PUBLISHED IIY TPI (TRUSS PLATE INSTITUTE. MI OERT/; l),WSOFTHESTATEOF~IN~ESOTA 1t: . O'OItOFRIOOR,.SUITE200.III\DISON,WIS3119)NIOWTCA(WOOOTltUSSC<XIItCILOF_RICA,63Ol1EIfTERPRISE, , . =1~W~~1~~~~~~S~":=I:O~~lXI~~~~~::yl~=~, TC DL 10.0 PSF "''''''''~. 19f 8G DL 10.0 PSF ..'....TMT.. FIIIlJIISH A COPY Of TIllS DESIGN TO mE INSTlU.I..ATlON COIfTIlo\CTOIt, N..PHIE ENGINEERED ~"~~;-'~.~;I~SPONS~~~~CA.o.;rNG~~or:~~SH~~:S::+N..LI:Vr.F~~rg"aJ~SE~GEA. ELDMANN C LL 0.0 PSF DESIGII COIoIFORllSWIT1iAPPt.ICAIIU PROVISllXIS OF lollS (.....TlONo\l. DESIGII SPEC. BYf<Fr.P") ANOTf'1 ALPINE ~,~ ~'" - - ~ m,,",,_ ,..",~) ~~, _ "'~ ,.. ~." ~,. "'" _,..~ I... ~2 '05 TOT. LD. 58.5 PSF PLATtS TO EACH FM:E Of TltUSS MD, UNLESS OTHEltlJISE LOCo\TED ON T1iISDESIGN, POSITllXIPER OAAIlIIIGS '6OIl_Z. J =-:~~~:::T~ ~~~~<:I) ~g~I=\:I~~R~E~l~~~n200~/FOR TIlE T:U~ ~mlQN L ICERT1'l-55~IUTERI.\ - DUR. FAC. 1 .15 DESIGII_. TIlESUITAllILITYANOl,ISEOFT1iISC(M'ONEI(TFORNfYaJILOINGISTHERESPOIISIBIL1TYOFTIIE aJlLOING DESIGNER PER MSI/TPI 1 SEC. 2. SPAC I NG 24.0" Alpine Engineered Products, Inc, Earth City, MO 63045 9.:-.9 0-0-4 t Scale =.187S"/Ft. REF R7179- 22801 DATE 06/20/05 DRW MOUSR7179 05171070 MO-ENG BAF/8AF SEQN- 12303 FROM AJA THIS OWG PREPARED FROM COMPUTER INPUT (LOADS I: DIIENSIONS) SUBMITTED BY TRUSS IiFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - OV3 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x4 SPF Stud :W4 2x4 SPF #3: Building type: enclosed - wind load:20 PSF UpliTt connection required:597# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC .. 24" OC. DeTlection meets L/240 I ive and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward Tactor and 1.80 leeward factor. See owe VALTRUSS1103 for valley detai Is. 5X6'" 3X4111 'h~ 0.0.4 t 3X4(Dl) '" 0-0.4 t a///////////////;////////////;/////////////;W//////////;////////////;//////////////////////////;/////////////////~ 3X5'" L- 18-0-10 _1- 18-0-10 rc R=121 PLF W=36-1.4 36-1-4 Over Continuous Support Note: All Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI Jjjffi"'_CUl]fYJIl'!J"'N!'S~""'" Desie:!" Crit: TPI-1995(STD) "'__ll<P"'~M'"" ......1... TRUSSES REQUIRE ~ CARE III FABRICATlIIJI __IJIG SHIPPIJIG IIIST........I... NrIO BRACI...~.~e.,,,, '",_~'~w,_,''''V'''''U'''''''" REFERTOIICSI1_03(BUILOI"'~s.\FETYIJIF_noN)Pll8t.ISHio8YTPI('TItUSSPLATEIIISTlTUT'Es8l00LYU(NSEOPfl(flSSI~AlENGINEER D'ONOFRIDDR.. SUITE 2OO,IWlISIIJI,.1 53719) NrIOWfCA {..ooTRUSS COUItCILOF AMERICA. 6300 ENTERPRiSe aJI:IOERTH LAw.lOfTHEstATE(fMI~ESOTA IWllSOll,.15371!1)FOR5AFETYPRACTICESPRIOllroPEllF~11IGl1lESEFLWCTI1IJI5. UNLESSOTHE"ISEIJIDICATEO. TOPCHDRDSHl\LLH.WEPIlllPERl.YATTACHEDSTIlI.lCTUIUlLPAJlELSNrIOElOTTOIICHOROSHALLHAVEAPIlllPERl.YATTACHED RIGIDCEILIJIG. QTY:l MN/-/l/-/-/R/- TC II 38.5 PSF TC Dl 10.0 PSF . Dl 10.0 PSF BC II 0.0 PSF TOT.lD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" ..I.....TAIIT..F~ISIlACOPYOFl1lISDESIGflTOTHE INSTALLATIOIICOIlllt.<CfOlt. ALPIJlEEJlGt':ERED ~'.!JIC:, ~.~~ ~,~SPOJIS~~~o.:~JIG~~':;~SIl~~...~:~iAl.LI::-&F~~JIG~~~~UCEA EWIMNN DESIGJlC(ItIf'OItIS.ITHAPPlICA8LEPIlDVISllWSOFNDS{NATlllIIN.-DESIGflSPEC.8Y""&PA)NrIOTPI. ALPINE COHfIIECTOIt PLATES ARE IlAIlE OF 2D/1S/16GA (..HlS/K) ASTII A6S3 GRADE.w60 (.. lUll,S) GAL\'. STEEL. APPLYl),l,lE PLATES TO EAOl FACE OF TltUSS AND. llJILES5 DTHERlU5E LOCATED 0IIl1llS DEStGfl. POSITIOII PER DRM'IJlGS 16000._2. NfY1NSPECTIOllOFPLATESFou.0IIE08Y(t)SHALL8EPEll~A3OFTPI1_20025EC.3. ASEALOIITHI~IGNIJO'IlERTPI-Q5CRlTERIA lIRAIIIJlGIJlDICATESACCEPTAJlCEOFPIll)FESSIOllALEJlGINEERIJlGRESP0N5I8IlITYSOLELYFOItTHETIIUSS~ DESIGJlSIlDIIJI.THESUITAlIllITYNrIOUSE0Fl1lIS~TFORAJlY8UILOIJlGISTHEItE5POJISI8111TYOFTHE WILOIJlGIlESIGJIEllPERAIISIITPI 1 SEC. 2. Alpine Engineered Products, Inc. Earth City, MO 63045 8.3.9 Scale =.1875"/Ft. REF R7179- 22802 DATE 06/20/05 DRW MOUSR7179 05171071 MO-ENG BAF/BAF SEQN- 12309 FROM AJA THIS DlJG PREPARED FROM COIAITER INPUT (LOADS" DIIENSIONS) SUBMITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - DV4 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:525# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" DC. Deflection meets l/240 I ive and l/180 total load. See DWG VALTRUSS1103 for valley detai Is. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. 4X4= !, '~5 . ~4(D1)= I. l _ .1. 17///7////////////////////////////////7////////////////7////////////////////////////////7////////////7///~ 3X4= 3X4(D1) = 0-0-4 t 15-10-7 15-10-7 _I _I 1 1- R=l2l PLF W=31-8-15 1 -I :1-8-15 O~er Continuous Support Note: All Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI Desio" Crit: TPI-1995(STD) ,~E~~.~~~~ QTY:1 ......IIID.. ntl.ISSES REQUIRE EXTRaI: CAllE III FAIlIUCATlOll. HAMlLING. SHIPPING, INSTALLING MD IlRACINttlDERr.IY!lW;CTSUPER't'lSICWNlDTHATIAM REFERTOIICS'l-03{I!IUILDINGCOFOIIEllT5AFETYI~TI0II).PIJIIl.I5HEtlIlYTl'I(TltU5SPLATEIJC5TITUTE'~LYUCffiSEDPflCfISSIONALENGI'<EER O'ONOFRIODlt..5UITE200.1IAD15Oll.WIS3119lNllJIITCA(.xJDTRUS5COU11CILOF~ICA.6300EIITERPRI~ T1EI\WSOFlHfSTATElTMIIINESOTA 1lAD15OII,WI5311!1)FllR5AFETYPRACTICESP1IIORTOPERFOIWINGTHE5EFLIICTlllIIS.Ullt.E5S0THERlJI~IIClICA ,. PJ TOPCIIORll5HALL IlA,VE PROPERLY ATTACHED STIl:l.ICTURAL PMlELSMD80-rrmlQIOR[I5HALL H.WE A PROPERLY "TT.\QIED RIGIDCEILlfIIG. ..I.....TMT..F~ISHltCOPYOFTHISOESIGNTOT1lE INST1tLV.TIOIICOIITRACTOII. ALPIIlEEJlGIIIEEllED ~ ~ PIlODOCTS.INC. SllALLIIOTIlERESPDNSIIlLEFORNfYDF;VIATIOIIFROMTHISOESIGN; NfYF"'LURETOIIIIILDTHE TRUSS III C(lfIfDRllWlCEWITH TPI; ORFItllR'CATlIIG.lIIMILlfIIG,SHIPPIJ<<l,IIISTItLLIIIG&llRAClfllGOFTRUSSEtI=!nt"FHllw.NN DESIGN COIIFORII5WITH APPt.1CABLE PROVISIOIISOF NOS (N.\TlOIIALIlESIGN SPEC. IIYAF&PA) MDTPI. ALPIIIE COIIIIECTOIl PLATES 1tIlE IIf<OE OF 20/1S/11iGA (W.HlS/K) f<ST111t853 GRADE 40160 (., ~/H,S) CALV. STEEL. APPt.Y I 2 '05 PLATES TO E1tl:K FACE OF TRUSS MD. lM...E5S OTllERlI1SE LOCATED 011 T1l1S DESIGN. POSITICIlI PER IIIlMIIIGS 1_DIilE ",no NfY IN5PI'CTlOIIllF PLATES FOLLCED IlY (Il SlW..LIlEPER_EXA3OFTPI1_2Oll2SEC.3. It su.t. ON THIS IIIlMlfllGllIIllCATES ACCEPTANCEOFPROFESSIOIIALEJ<<lINEERlfllGRESP'DNSIS1LITY SOLELYFORTltETRUSSCOFOIIE8ISIGNUNERTPl.sSCIlITERIA I>ESlllM~. TIlE SUITIIoIIILIT1 MDUSli: OF TIllS ~Iff fOR NIY IlUlWlllG IS THE ItESPONSllllLlTY OF TltE 80ILDIllG DESIGNER PER A/rISIITPI 1 SEC. 2. Alpine Engineered Products. Inc. Earth City, MO 63045 0-0-4 t MN/-/lI-/-/R/- TC LL 38.5 PSF TC DL 10.0 PSF 8C DL 10.0 PSF LL 0.0 PSF TOT. LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" 7-:.-9 Scale =.1875"/Ft. REF R7179- 22803 DATE 06/20/05 ORW MOUSR7179 05171072 MO-ENG 8AF/8AF SEQN- 12315 FROM AJA THIS !JIG PREPARED FROM COII"UTER INPUT (lOADS" DlIEHSIONS) SUBIIITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - DV5 ) r Top chord 2x4 SPf M-10 Bot chord 2x4 SPf M-10 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF UpliTt connection required:452# each support Wisconsin plate approval #200304-N. In lieu oT rigid cei I ing use purl ins to brace Be @ 24" De. DeTlection meets L/240 live and L/180 total load. Truss designed Tor unbalanced snow load using 0.30 windward Tactor and 1.80 leeward factor. 5.5 ~ ./'0--' ~J'~ 5.53 c_ ~:rn 3X4(Dl)=. ~ ~ ~~ 3X4(Dl)= 0-0-4 ~_ ~ + ~/#//////////////;///////////)/////////////;;///////////)///////////)/////////////////)j 3X4= L- I I R=121 PLF W=27-4-9 See OWG VALTRUSS1103 Tor valley details. 4X4= f' 3X4rn 0-0-4 + 13-8-4 13-8-4 _1- -I 27-4-9 Over Continuous Support ..J PLT TYP. WAVE TPI Note: All Plates Are 15X4 Except As Shown. Alpine Engineered Products, Inc. Earth City, MO 63045 Design Crit: TPI-1995(STD) ~~.~~~~. ......1... TIWSSES REQUIRE ExTREa """" IN FABRlCATll>>I. IWIOl.IJIG, SHIPPING. INST-'LLING AMlIlRACI~DERMY[j'l:CTSUPEFMSIOOANDT~ATIAM REFERT08CS11-03(IlU'lDINGCDFoNEfITs.\FETVINF~TlON).PUBLISHEll8VTPI(TRllSSPLATEINSTITllTE'JirUC[iEDPR(J'tSSIOOAlENGINEEfl D'ONOFRIO DR., SUITE 200. IIADISllfI,.' 53119) AMl.rCA (11IIOII TRUSS COUNCIL OF AaRICA. 9300 DlTERPRISE RTHEI'\\oS[JflHESTAE[JfMIN~ES01A IW)ISON..' 53719) FOR s.\FETY PRACTICES PRIOR TO PEllFORIlIJIG TIlESE R.wCTll>>lS. lMLESS OTlElN'ISE IMlICA , TllPCHOROSHAU.HAVE_RLVATTACHEDSTlIUCTUIlALPANELSAMl~CHOROSHALLHAVEA_RLVATTAaIEO RIGIOCEILIJIG. QTY:l MN/-/l/-/-/R/- TC LL 38.5 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF J.LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" OOIIlPOl.TMTOO ~'SH A lD'V OF Tlll5 DESIGN TO ~ INSTALl..ATll>>I CONTRACTOR. ALl'INE ENGINEERED PIIOOUCTS, INC. SHALL NOT 8E RESPONSI8LE FOIl AN'fOEVIATlON F_TllISOESIGII; AN'ffAILUllETOllUlLOT1IE TRUSS IN CONF~ .,nt TPI; OR FMlltlCATING. IWIOl.ING, SHIPPING. INST-'LLING olllllACllIG Of TllUSSE8lu~'EA H UMA~~ OESIGllCOIIFORllS.ITllN'l't.ICA8l.EPROVISll>>ISOFNDS(NATIONALOESIGNSPEC. 8VAfolPA) AMlTPI. ALl'INE COIoMECTlllIPLATESAREMAOEOf20/11!1/15GA(.,H/S/K) ASTIl A9S3 GRADE 40/60 (., IVtl.S) GALV. STEEL. APPl-V PLATES TO EAOl FN:;E. Of ntUSS AMI. UlLESSOntERWISELOCATEOONntISllIE5IGN. POSITlGfPERORoWIIIGS 16OAllt~ AN'fINSPECTll>>lOfPLATESfOLL~8V(')SHAU.I!IEPERA/tIIIEXA3llFTPI1_2O(l2SEC.3. A SEAL ON TllIS ORoWINGINOlCATES ACCEPTA/IICE OF PROFESSll>>lAL ENGINEERING RESl'ONSII!IILlTY SOLELYFOIlTItETRUSSCOIlIPONEIEIGHUNI,RTPI-95CRIlERIA Of;SIGNSllOIIft. TltESUITAIIILITYAMlUSEOfTHISCOllPONEIfTFGfAN'fBllILOINGISTHlRESPONsII!IILlTYOFTHE BUIUlING DESIGNER PER ANSIITPI 1 SEC. 2. 6-3-9 Scale =.25"/Ft. REF R7179- 22804 DATE 06/20/05 DRW MOUSR7179 05171073 MO-ENG BAF/BAF SEQN- 12321 FROM AJA THIS'*' PREPARED FROM COFUTER INPUT (LOADS .. DIIENSIONS) SUBIIITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - DV6 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF U-10 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:380# each support Wisconsin plate approval #2OO304-N. In I ieu of rigid cei I ing use purl ins to brace BC. 24" OC. Deflection meets L/240 I ive and L/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. See OWG VALTRUSS1103 for valley detai Is. 4X4~ 5.5 r- 8/"~ --,5.5 3X4(D1) 3X4(D1) = 0-0.4 + .n .n .n In _~ ......... U U U III U U ~ ............ 'C///////////////////////////////////////////////////////////////////////////~ 3X4~ L. 11-6-1 11-6-1 -1- 1 I' R=121 PLF W=23.0-3 ~? ~-3 Over Continuous Support Note: All Plates Are 15X4 Except As Shown. PLT TYP. WAVE TPI Desiqn Crit: TPI-1995(STO) !1n~~tf.tTZ~.~:;~nFlD(;A. ..u....... TJlWSSES ,",WIllE EXTREME CARE IIf fABRICATION. HAMlLING. StlIl'f>ING. INSTA.LLING AMI a~INGltl[lEf\M'I 'If(CTSUPERVlSI~.tilDW.ATlAM REFER TO 8CS1 1_03 {BUIUllNG lDFONENT SAFETY IPlf~TlON}. PUllt.IStlEO IIY TPI (TRUSS PLATE INSTITUTE. 5lMxJlYUC fiEDPRa'ESSIOOAlEtlGlNEfR D'llNOFRIODlt.. SUITE 200. IlADISOlll..1 53119) AMlWfCA {WOOD TRUSS CllI.lM:ll Ol'_RlCA. 6300EIfTEItPRISEItfloERTHf"AWSOF1HfSTAI:(FMIN~ESOTA I =1~.~l~VEFOIl~~ ~~\~~ ~:::I~ ~~~ONSsW...~~ ~~v'~~=~' 1JjC OL RIGID CEiliNG. BC OL ..........TMT.. f~IStlACOP'fOFTHISOESIGJlTOlllE IIfSTAlLATIOItCOflTRACTDll. ALPINEENGIIfEERED ~~'d.:~L.~ri; ~1~SPONS~~"::~NG~~or:.';~Stl~~IIG~S::+AlLl:V&f~Tg.,IIU~~CEA LDlrWm BC LL DESIGIf COIIfOllMS .ITH APPLICABLE PROVISIONS OF IIOS (No\TlllIIAL OESIGN $PEl:. IIY Af&PA) N<<J TP1. ALPINIE _crM ~= _ _ ~ w"",,_ <W.W"" ~~~" ,_ ~,~ ('. ~"." ~,. 'me. _, P.,) ao . LD. PLATES TO EACIl fACE OF TRlISS N<<J. lotILESSOTHERI'ISE LDCATEDON THISOESIGN, POSlTlOIt PERDRM'INGS ,__~lt I ~~~J NfYIIfSPECTlONOFPLATESfOl.lOftDav{I)SllAU.BEPER_EXA30FTPI1.2002SEC.3. A SEAL ON THIS DItAIIIIIGINDICATESACCEPTANCEOl'I'ROFESSIOIW..ENGIIlEERIIIGRESI'OHSr81ll1YSOLELYFOltTHETRUSS~IQNUWXRTPl~CRIl'EAlA DESIGN_. THESUITABILI1YNlDUSEOFTHISCOIlPONElITfDllNfYBUIUlINGISTHERESI'OHSIBILI1YOF1ltE IIUILOIIIGDESIGNERPERNlSIITPllSEC.2. MN/-/1/-/-/R/- TC LL 38.5 PSF 10.0 PSF 10.0 PSF 0.0 PSF 5B.5 PSF 1.15 24.0" QTY:1 OUR.FAC. SPACING Alpine Engineered Products, Inc. Earth City, MO 63045 0.0.4 + _I ..I I 5.3.9 Scale =.3125"/Ft. REF R7179- 22B05 DATE 06/20/05 DRW MOUSR7179 05171074 MO-ENG BAF/BAF SEQN- 12327 FROM AJA THIS OWG PREPARED FROIII COIFUTER 1tt>UT (LOADS" OUENSIONS) SUBMITTED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - DV7 ) Top chord 2x4 SPF M-l0 Bot chord 2x4 SPF 1-10 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplirt connection required:308# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace Be . 24" OC. Derlection meets L/240 live and L/laO total load. See DWG VALTRUSSll03 for valley detai Is. Truss designed for unbalanced snow load using 0.30 windward ractor and 1.80 leeward factor. 4X4'" 3X4111 3X4111 5.5 0-0-4 + 3X4(D1)'" ____~~ ~ C C ~'--- W~//////////////////#///////////////////////////////////d 15X4111 15X4111 15X4111 0.0.4 + I. I~ R=121 PLF W=18.7.13 PLT TYP. WAVE TPI Alpine Engineered Products, Inc. Earth City, MO 63045 9-3-15 9-3-15 .1- .18-7-13 Over Continuous Support Design Crit: TPI-1995(STD) ~~4j;~.~~~?~' .O...IIIlilUTIt\.lSS€SItEQUIREEJmlEIlECAAEINfAllllICATlON. HAMlLIHG. SHIPPIHG.INSTALLINGANOIlllACING~OER~'HRECTSUPERVlSIOONlDThATIAM REf Ell TO 8CS1 1_03 (BUILDING CllW'ONEJIT SAfElY INfORMTlONl. PU8USHED BY TPI (T1lUSS PLATE INSTInrrt:, S~lYUC '/SEDPR(flSSIOOAlENGlNEER ~~~0'~S37~;~OIlZOOs.V~I~~~~3~~~ ": =0:.-::: = :::x: ~~.O~RW~:::~~RTHl ~w:,~THESTAElJ'MINNE5OTA TOPOlORDSHo\LLHAvtPROPEIII.Y"'TIIICHEOSTRllCTUltALPtoNELSNI!lBOTIOIlOlORDsw.LLHAvEAPROPEIII.Y"'TIACHEll RIGIOCEILlNG. _I 1 -I QTY: 1 MNI -/11 -I-/R/- TC LL 38.5 PSF TC DL 10.0 PSF 8C DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" OOIIlPOl:TAllTOO F1/RIIIISH '" COPY OF THIS DESIGN TO THE; INSTALLATION COII1llACTOII.. ALPINE EJlGINEEREO PIlllDUCTS. 11lC. SHo\LL IItJT lIE RESPONSlBU: FOIl. NN DEVIATION f_ THIS DESIGN; NN F"'ILURE TO BUILD THE; TftUSSIHCONF~81TlllPl; OII.FAIIIlICATlNG.Ho\NIlLIIIG.SHIPl'ING.INSTlU.LIHG&BRAGINGllf'TRlISSESiIluCEA.IDMANN DESIGNCO*'~WITHA.PPLICII8LE~ISIOfrlSOl'HDS(HATlONAI.DESIGNSPEC.BYAnp"')N/I}lPl. ALPINE CONHECTOIl PLATES AAE IWlEOf 2O/18/16Go\ (W.H/S/Il) ASllIIA653GIlADE40/6(l (W. IVK.S)Go\LV. STEEL. APPLY PLATESTOEAalF~OfTIlUSSN/I). IIHl.ESSOTHERWISELOCATEIlllflTHISOESIGH.POSITlONPEROllM'INGS16OA-~iE NN INSPEGTlONOf PLATESFOLLOIlEOBY (I) SlW..LIlEPER_EX-'3OflPI1-2002 SEC.3. ASEAl-ONTHIS DRAWING INDICATES AGCEPTNtCE OF PfIOfESSIONAI. ENGINEERING RESPONSIBILITY SOLELY FOIl THE TlIUSS "" ,~ ;;Nil ;l;RlPI-S5CRrtERlA IlESIGHstlOWN. THE SOlTMILlTYANOUSE OF THIS~ FOIl MY BUILDING IS TIlE RESPONSIBILITY Of THE BUIUlIHGOESIGNERPERANSIITPllSEC_2. 4-:-9 Scale =.375"/Ft. REF R7179- 22806 DATE 06/20105 DRW MDUSR7179 05171075 MO-ENG 8AF/8AF SEQN- 12332 FROM AJA THIS DIG PREPARED FROM COW'UTER IffllT (LOADS lit DIMENSIONS) SUBMITIED BY TRUSS MFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - OVa) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplirt connection required:236# each support Wisconsin plate approval #200304-N. In I ieu or rigid cei I ing use purl ins to brace BC . 24" OC. Derlection meets l/240 live and l/180 total load. Truss designed ror unbalanced snow load using 0.30 windward ractor and 1.80 leeward ractor. See DWG VALTRUSS1103 ror val ley details. 4X4'" 3X4(Dl) '" 0.0.4 + 5 15X4111 0-0-4 + nl n ............ L.......I U U U L.......I ............... V//#////////////////////////////////////////~ 15X4111 15X4111 15X4111 7-1-12 7-1-12 _1- .1 I 1- R=121 PLF W=14.3-7 ~4-3-7 Over Continuous Support .1 I PLT TYP. WAVE TPI .. ( ) """"""'-"""H"""';~C1". ,/l, DeslQn Crlt: TPI-1995 STD 1J(w,~!t4llfip1f:-CHYMEOR QTYr. I "UIIIIIIIG" TRUSSES REQUIRE EXTREIlE Co\RE I,. FAIIIUCATlON, HANDLING, SHIPPING, (NSTflU.ING NlO BRAC(NG....ll8fIlI.IItt;lil~IJ~'II:>lliN/lI'IUI~.AIIMI $/ REFERTOIlCSI 1_03 (BUILDING COIIPOIIIEWT SAFETY IJlFORMATION). PlJBLISHEDBYTPI (TRUSS PLATE INSTIl1JTE. 511400LYU(:NS(OPR CHSSltJIlAlENGlNEER D'llNOFRIDDR., SUITE 200, IMII'SC>>I..' 53719) NlO.-rCA (110OO lltUSS COlJIrICIL OF AMERICA. 6300EJlTERPRISE UfII[IffITH iJ,'fj5OFTHESTATEOFI\lIN~ESOTA. Mo\DlSOlf,.153719)FORSAFETYPlIo'oCTlCESPRIDRTDPERF~INGTHESEFLH:TlllJIS. UNLESSDTHERII1SEINDICATED. TOPatORlI5HALLKAVEPROPE1tLYATTACHEDSTItUCTl.lRALPAAELSAND80TTOl$CHORDSHlU.LKAVEAPROPERLYATTACHED ~ RIGID CEILING, ..'-..TMT.. FURNISH A COPY OF l1Irs DESIGN TO THE INST............TrON CONTlto\CTOR. ALPINE ENGINEERED ~'d:i~.~":; ~'~::-~~CA~IIG~~~~~SJI~~':S:~~flU.l:",t~IIGTg.,~~SE~GEA. HDMANN DESIGNCONF_.rl1lAPPl.ICA8l..EPROVISI0NS0FNDS(NATlONALDE5IGNSPEC,aYAF5PA)NlOTPI. ALPllIE CXJNlIECTDR PLATES AIlE fMDE OF 2011a/1aGA (W.WS/It) .0.5111 ASS3 GlIAIIE ",/60 (., KnI.S) GAl.V, STEEL. APPt.Ynm; N 20 '05 PLATESTD EACH FACE OF TlIUSS AND, IN..ESSOllEllI'ISELOCATEDONTHISDESIGN.PDSITlONPEItIlllMIIIGS16OA_t":u- ::':~~:~T~ ~~~o;o ~m,=- ~1::R=~~I~~~iTv200~~/fOR THE T~~~I&'H 10001PI-SSCRITERIA DESlaI_. THESlJITA8ILITYNlOUSE~THISClM'ONENTFORAI('{IlUILDIIIGISTH(RESPONSlaILITT~THE IlUILDINGDESIGNER PER MSIITPI1 SEC. 2. ALPINE Alpine Engineered Products, Inc. Earth City, MO 63045 MN/-/l/-I-/R/- TC LL 38.5 PSF TC DL 10.0 PSF BC DL 10.0 PSF - BC LL 0.0 PSF TOT.LO. 58.5 PSF DUR.FAC. 1.15 SPACING 24.0" 3-3-9 Scale =.375"/Ft. REF R7179- 22807 DATE 06/20/05 DRW "'USR7179 05171076 MO-ENG 8AF/BAF SEQN- 12337 FROM AJA THIS DIG PREPARED FROM COII"UTER INPUT (LOADS" OIIENS10NS) SUBIIITTEO BY TRUSS lIIFR. ( 93467-KWIK TRIP CONSTRUCTION / Prior lake #423 - DV9 ) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-l0 Webs 2x4 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:200# each support Wisconsin plate approval #200304-N. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" OC. Deflection meets L/240 live and LIlaO total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1.80 leeward factor. See DIG VALTRUSSll03 for valley detai Is. 4X4== 3X4(01) == 0-0-4 + 5.5 ,- 0.0.4 + n ~//#//////////;///////////////)l 15X4111 4-11-9 4-11-9 _1- ~ -: :'-11-1 Over Continuous Support R=121 PLF W=9-11-1 PLT TYP. WAVE TPI OesiQn Crit: TPI-1995(STD) ~~~Z~.~~,,~C< >a_1,,00 TIlIISSES REQUIRE EXTREllE CAllE IN FABRICATlllIf, IWIDLING. SHIPPING. INSTALLING ANI) IIIlAl:I~DERMf.1fECTSUPEFMSIOONlDTl'ATlAM ~~::0~~.'~T~BU:I:O~5~~"'::=T~::,o ~~~l-T: =~~:OI~~~5ESMiuLYUCI <<DPRCfESSI~ALENG~EER 1) IIMISllIf, .1 53119) FOft SAFETY PltACTlCES PRIOR TO PEIlFOIIIIING 1lfESE f'-'ICTlllIfS. UNl..ESS Ol1If.:llIIlSE IrrmlCATm~Tl1' AWSOflH,STAT:lJ'MIN~ESOTA TC DL TOPCHJItOSHAU.~VEPROPEIU..Y"'TTACHEDSTllUCTlJIIW..P_lSNIIlIlOTTllIfCHJltOSHAU.KAVE"'_IU..Y"TTACHEll '''''~'''~. ~ BC OL OWIlIf'OIlTMTOO fl.lItN1SH"COP'fOFT1lISDESIGNTOTHE INSTf<UJ\TlllIfCl:llfTRACTOR. AlPlNEENG111EEREO =::~..!NC. ~.~ric ~1~~~""=~IfG~~"':"':;~SH~~IfG~::~ALLI:V..f=NGTg.,~~UGEA.IIDM~N ~C LL IlESIGN~OllIIS.IT1l.o\PPlICA8l.EPROYISllllfSOfIlllS(No\TlONo\lDESIGflSPEC.IJYM"P,,)ANI)TPI. IIlJ'IIIIE _cr~ ~m _ _ ~ ~"'''_ ""''''' ~~~" ,_ woo ('. ,m." ~''''<C. ~, I 2 '05 TOT. LD. PlATES TO u.ctl fJ\CEOf TRUSS AMI. UllL.ESSOTHEIlIIISEl-OCo\TElllllfT1lISIlIESIGIf,POSITlllIfPEROftM'INGS,_-QI\TE N. ::':::i~:~": ~~~~U:D..:rllil=\:I::R'i:E~~I~~~~2002 ~/FOft THE r:ussSE.6.1. ~GNlNElTPI~5CRITERIA OUR. FAC. DESIGNSHlMN. THE SUITMlllTY ANI) uSE Of TI1IS COIlI'IlNENT fOR NI'I aJ1UllIfG IST1lERESPllIfSIBIl-lTYOfT1lE 8OIL.OING DESIGNER PER oVISllTPI 1 SEC. 2. SPAC I NG MN/-/1/-1-/R/- TC LL 38.5 PSF 10.0 PSF 10.0 PSF 0.0 PSF 58.5 PSF 1.15 QTY:1 Alpine Engineered Products, Inc. EarthCity,M063045 24.0" T 2-3-9 1 Scale =.375"/Ft. REF R7179- 22808 DATE 06/20/05 DRW MOUSR7179 05171077 MO-ENG BAF/BAF SEQN- 12342 FROM AJA THIS PIG PREPARED FROM COIPUTER INPUT (LOADS .. DlIENSIONS) SUBMITTED BY TRUSS IFR. (93467-KWIK TRIP CONSTRUCTION I Prior lake #423 - Frame1) Top chord 2x4 SPF M-10 Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:2OO# each support Wisconsin plate approval #200304-N. Deflection meets L/240 live and L/180 total load. In I ieu of rigid cei I ing use purl ins to brace BC @ 24" OC. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. 15X4 UI 3X4= 2-10-0 -/ / ---' c 2-10.0 ~ 3X4= r1 15X4111 1-1014 Over 2 S~pports 1- '1 R4&1l7N6Ji'5" PLT TYP. WAVE TPI Design Crit: TPI-1995(STD) ,,_w""'...,'....s~""'" t;-~,~a.c:rIfI>AJNaYMEOR QTY:46 MN/-/1/-1-/R/- ..._1.... TRUSSES REQlJIRE mREa:, CAllE IN FAIIIIICATIOII. HoVCII.ING. SHIPPING. INSTfoU.lNG MIll ElRACINGI"LItIll\ll.lI~~I~UI'tt!vr:.'....""u'rA'._ ~C LL REFDI TO IICSI 1_03 (BUILDIItGCOMPONEMTSl<FETY INfOlllWlTIOII). PU8t.ISHEDIlYTPI (TflUSSPLATE INSTITUTE. 5ftOOlYUC'lSEDPRCfESSICWHNGlNEER D"ONOFRIDDR.. SUtTE ZOO. IMDISOII. II S3119)NIlJWTCA(lIDDDTRllSSCOlMCILOFAlERICA,Ii300EN1DlPIIlSEIUNOfflTHI.AWSOFTHESTAECfM1t-NESOlA ='=.m1~1~~~~ =~~\~ ":~~':O r:~OIl~DllSsiw.t. ~~ ~::~v'~=' ~ TC DL RIGIDcrILIItG. DL '....-oRTJIIIT" ~15H A CDI'Y OF THIS DESIGN TO THE INST"'-LATlON CONllIACTOII.. ALPllIE ENGINEERED ~:'d.~~I~~'~~~~CA~ItG~~o.:~~SH~~:S::ifoU.I:r.F~~NGT~~~~UCEA. IDMANN BC LL DESIGNCONF~IITHAPP'LICA8t.EPROVISI0NS0F1IIIS(IIATIOIIALDESIGNSPt:C,8V""U'A)NIlJTPI. ALPIIE CONNECTOft PLATES ARE MADE Of lO11B/16GA (I,HlS/K) ASTIl A653 GRADE 40/60 ('I, lUll,S) GAL"', STEEL. APP'LVflA1!; H2IiWf220 'OS TOT. LD. PLATES TO EACIIF.<oa:OF TIlUSSNe. l*LESSOTHERWISE LOCATED 011 THIS DESIGN. POSlTlOIIPEIlDRAIIINGS 1__2-:-~ =-:~:~,: ~~~ ~g~,= :i1::i~Il~E~'~~~;Tv2002 ~~y3FOf! THE r:ussSEAL ~IQNU :l;RTPl-&SCRlTERlA OUR. FAC. DESIGN_. TItESUITABILITYNeUSEOfTHISCllIlPOIIEJITFOf!Nf1IlUILDIItGISlllEItESPOIISIBIL'TYOFTHE IlUILDING DESIGNER PER MSI/TPI 1 SEC. 2. SPAC I NG Alpine l<~~~_....l Products, Inc. Earth City, MO 63045 30.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 47.0 PSF 1.15 24.0" 2-10-0 Scale =.375"/Ft. REF R7179- 22809 DATE 06/20105 DRW UOUSR7179 05171241 MO-ENG BAF/BAF * SEQN- 12484 FROM AJA THIS DIJG PREPARED FROM COIFlITER INPUT (LDAllS " DIMENSIONS) SUIWITTED BY TRUSS MFR. (93467-KWIK TRIP CONSTRUCTION / Prior Lake #423 - Frame2) Top chord 2x4 SPF M-1Q Bot chord 2x4 SPF M-10 Webs 2x3 SPF Stud Building type: enclosed - wind load:20 PSF Uplift connection required:200# each support Wisconsin plate approval #200304-N. Deflection meets L/240 live and L/laO total load. In I ieu of rigid cei I ing use purl ins to brace BC" 24" OC. Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. 15X411 3X4s T ~ T T 1-4-0 1.4-0 1-4-0 ..1 ..1 ..1 ~ r1 3X4s 15X4111 '-10~_Over 2 S~pPorts r- . I R~1l7M~IlUi'5" PLT TYP. WAVE TPI I ~ERIl!'t..Wl'Ufi_THjT THIS flAN SPECiFIC.... DesiQn Crit: TPI-1995(STDl 'Io>,_~~AIIil.MEO' '._1... TIlIISSES REQUIRE ElITltE.: CAII€'N FNlRI&ATION. HAlmLING. SHIPPING. INSTAU.ING N<<J 8IlACING.~..tIm1~T "l~J~,EI\,a,lll,~,l..l,~ ~, REFER TO BCSI 1_03 (IIUIWING COIIPONENT SAFETY 1M"_TION),I'UIIt.ISIlE08VTPI (TItOSSPLATEINSTlTUTE.S,^OOLYUl>>NSEOl'flllffSSIOOLENGlNffR U'ONl'lFRIOIlll..StJITE200.IMDISON..'5371g)NID"'&A(~TRUSSCOUICILOfNlERICA.6300ENTERPRISEl)J'IOERTHI LAWS Of THE STATE Of MINNESOTA MIHSON,.I S3719) fOIl SAfETY I'RACTIct:S PIl.IOIt TO PERfOllllING TtlESE fUNCTIONS. UNLESS OTHEIlII1SE INO.CATEO. TOI'CH:lRUSllALLIlAVEPROPERLVAnACHEOS1RIICTl.IRAl.p...,.,LSANIl811nmlCHl)llllSW\llHAVEAPROPERLVAnAaIED RIGIOClOILING. 30.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 47.0 PSF 1.15 24.0" QTY: 46 MNI -111 -I -/R/- TC LL TC DL BC DL BC LL TOT. Ln. DUR.FAC. SPACING Alpine Engineered Products, Inc. Earth City, MO 63045 .......TAIIT.. FURIIISlt" OOPV GI' nus llESIGlt TO TlIE. tI(STN..U.TlllN~. N..I'IME EJlGIMEEREn ~~.~~L.~ ~1~~8L~,1~CA~NGu:'~o.:~~SH~~'::S:::i.o.u.I:"lf~~T~~s~CE1-. ELDMANN UESIGflCONfOlllllS.ITHAPPLICA8LE I'ROVISIONSOfNllS (.....TIONAl UESIGfI SPEC. BYMIPAlANllTPI. .....PINE CONNECTORPLATESNlEIlAUEGI'20/1B/1l1CA(..H/SlK)ASTMA653GIIADE4OI60(II.IUtI.SlGALV.STEEL. APl'LVtII,TE PLATa TO EM:IIfAoCE Of TRUSS ANIl. IN..ESSOTHEJIWISEUlCATBlONTtlISUESIGfI.POSITlONPERDRAwINGS16l1A_Z. Nf'( INSPECTION Of PLATES fOLLIMEO BV (.) SIIALL BE PER AMEll 1<3 Of TP11_2O(l2 SEC.3. "SEAl ON 1II1tlESISllU OERTPI-'3SCRlTEl DRAwING1M1ICATES .o\CCEPTNlCEOfI'ROfESSlllNo\LENGnlE:ERINGRESPONStIlILITY SOlE:lVfOR TIE TRUSS CORlNEJIT UESIGfI SHOIJI. THE StJITNI.LITY NID USE Of lIIlS CQFQNENT fOR Nf'( IIUIWING IS THE: RESPONSIII.LITY Of THE \IlIILDINGUESIGflER PER NlSIITPI 1 SEC. 2. Scale =.375"/Ft. REF R7179- 22Bl0 DATE 06/20105 DRW MOUSR7179 05171242 MO-ENG BAF/BAF * SEQN- 124B7 FROM AJA CLB WEB THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (eL8) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METIlOD IS DESIRED. NOTES: THIS DE'l'ML IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED GLE SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. HE-RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED etE ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X6 1 ROW 2X6 1-2XB 2XB 2 ROWS 2X6 2-2X6{.) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BEITER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB APPLY (1) SCAB TO EACH FACE OF WEB. BRACE SUBSTITUTION T-BRACING OR L-BRACING: T-BRACE OR L~BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATIACH WITH lad BOX OR GUN (O.128"x 3.",MIN) NAILS. AT 6" o.c. BRACE IS A MINIMUM 80" OF WEB MEMBER LENGTH " T-BRACE L-BRACE SCAB BRACING: APPLY SCAE(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE ATTACH WITH lad BOX OR GUN (O.12B"x 3.",MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM 80:t OF WEB MEMBER LENGTH " I SCAB BRACE 5R L..J THIS DRAWING REPLACES DRAWING 579,640 ~ ""A~HfG" TRuSSES !l'EQUIRe eXTReMe CAllE I~ FABRICATING. ""NBUNG. SHIPPING. INSTALLlNCi AND IlRACINli RCFcr< TO YCSI 1-03 <SUILDItI:i Cl>><POMENT SAFETY ltfilRMATlON},PUILISHEOn TPI,TIlUSS PLATE INSTITUTE, 583 D'mIT~m fR. SuITE ZOO. IlADIS~, "I. 53719} A~D "TCA <I.'OCID TRUSS C[)J~CIL IT AMl:RICA. &300 CMTERPRISE LN, IlADISON. vI 53719} FOR SAf"ETY PRACTlCES PIUOR TO PERf"DRMING THtSE:FUNCTlllNS, UNLESS DTftER\llSE INDICATED. TOPO<<IFlD SHALLIlAVE PRlFERLY ATTAC>€:D 5TRUCIl.IlALPANELS.....DIOTTilMCflOI<DSHALLIlAVEAPIlCF'ERLYATTACICDRIDIDCEIU""- "IMPtJlTANTn n.OIiNIS>1 CtlPT Of THIS DESIGl TO I~Sl,>LLATI~ Ctl<TRACTDR. ALPINE E~I~RED PRDDlJCTS, I~.. SIIALL ooT BE RESl'Cf<SI~LE FOR AMY DEVIATION fROM THIS IIESlGN, ANT FAIL<.IlE TO aJILDT>tE: TRUSSINC[)oI'ORMA~EII'TTHTPIJORFABllTCATlN[;.""NDL1NG.SHIPl'IHG.I"ST4l.LINDL IlRACINGITTRUSSE:S. OCSIGNCONFDRMSWITHAPPLlCA!lLEPRDVISlttlSlTNDS,NATl[)MALOCSIGNSPEC. BYAFLPA>AMDTPI. ALPltt[~HECTORPLATESAREMAOC[F<lI/lljI]GGoA'II'.HIS/K)ASTMA&53GAA1lE 4(1/&0 'II'.~IH.S) GALli'. STEEL. APPLy PLATES 10 EACH FACE Of TRUSS AND, UNLESS OTHER"ISE LOCATED tl< THIS DESIGN, I"OSlTlllN PE~ DRA\llN[;S l&OA-Z, ANY INSPECTruM OF PLATES FtLLDII'ED BY <!) SlW.L Bl: I'U A1lIlEX A30f tl'11-21rli2 SEC, 3, ~ SEAl.. O~ fillS UlA'oI1NG lNDlCAlU ACCEPTANCE IF PIlllrESSIlH\L ENGINURHfG Rl:SPOiSlIILITY SOLELY FO'l Tff( TRUSS C[H>ONE~T DESIGN SHO\l"- THE SUITABILITY AN.D USE OF THIS ClJo4I'ONEN.T FOR ANy BUILOING IS THE ~ESPON.SIIIUTY or THE BUlL DING I!lESIGNER,PER ANSI/TPII SEC. 2 ALPIN.E.E.NGlNE.EREDPRODUClS,IN.C, POMPANO BEACH. FLORIDA TC LL TC DL BC DL BC LL TOT. LD. CLB SUBST. 07/30/04 ERCLESUEII03 MLH/KAR PSF PSF PSF PSF PSF REF DATE DRWG -ENG nuR. FAC. SPACING I HEREBY CEATI"YTHA11HISI'lA/l, SPECIFlCA- TlON,ORREPORTWK,PREPAI{O!lYMEOR llNllERV([lIRECTSUPER~I(Jl~OTHAII/1N. ADUlVUCENSEO"RtfESSIONA.lENIilNEER llNOEllmELAWSOFTHESTATEOFMI,,"~ESOTA 06/20/2005 "'~H'.,",,' ~ ::.."".m'""~""~~"~y ASCE 7-98: 100 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I 2X4 BRACE (1) lX4 "L" BRACE . (I) 2X4 "L" BRACE. (2) 2X4 "1" BRACE .. (1) 2X6 "L" BRACE GABLE VERTIC, L NO ~ SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP 8 GROUP A GROUP 8 GROUP A GROUP 8 E-< #1 I #2 3' 11" 6' 10" 7' 0" 8' 1" S' 4" g' 8" g' 11" 12' sO> 13' In 0 U SPF #3 3' 10" 6' I" 6' 1 ~ 8' 1" 8' 1" g' 8" 9' 8" 12' 7" 12' 7" Z HF STUD 3' 10" 6' 1" 6' 1" 8' 0" 8' 0" g' an g' 8" 12' 6" 12' 6" "'" 0 STANDARD 3' 10" 5' 3" 5' 3" 6' 11" 6' 11" g' 3u g' 3" la' 9" 10' 9" .....:1 #l 4' 4" 6' 10" 7' 4" 8' 1" 8' 9" g' 8" 10' 5" 12' 8" 13' 8" , SP #2 I 4' 3" 6' 10" 7' 4" 8' I" 6' 9" g' 8" 10' 5" 12' 8" 13' 8" .....:1 '7 #3 I 4' I" 6' 3" 6' 3" S' 1" 8' 3" g' a" 10' 2" 12' 8" 12' 10" <r; C\1 DFL - STUD I 4' 1" 6' 2" 6' 2" 8' 1" 8' 2" g' 8" 10' 2" 12' a" 12' g" U STANDARD 3' 11" S' 4" S' 4" 7' I" T I" g' 6" g' 6" 11' 0" 11' 0" ...-< SPF- #1 / #2 4' 6" 7' 10" 8' 0" g' 3" g' 6" 11' I" 11' 4" 14' 0" 14' a" E-< U #3 4' 5" 7' 6" 7' 6" g' 3" g' 3" 11' I" 11' 1" 14' A" 14' 0" P:::: HF STUD 4' 5" 7' 5" 7' 5" g' 3" g' 3" 11' I" 11' 1" 14' A" 14' 0" "'" 0 STANDARD 4' 5" 6' 5" 6' 5" 8' 5" 8' 5" 11' 1" 11' 1" 13' 2" 13' 2" > #l 5' a" 7' 10" a' 5" g' 3" la' 0" 11' I" 11' 11" 14' 0" 14' a" , SP #2 4' 10" 7' 10" a' 5" g' 3" la' 0" 11' 1" 11' 11" 14' a" 14' a" "'" c.o #3 4' a" 7' a" 7' 8" g' 3" g' g" 11' 1" 11' 8" 14' a" 14' a" .....:1 .--f DFT STUD 4' 8" 7' 7" 7' 7" g' 3" g' g" 11' I" 11' 8" 14' A" 14' 0" (:Q STANDARD 4' 6" 6' 7" 6' 7" 8' 8" S' S" 11' 1" 11' 4" 13' 5" 13' 5" #1 I #2 5 0 " 7 S' la' 10 2' 10' 6" 12' 2" 12' 6" 14' 0" 14' 0" <r; SPF #3 4' 10" 8' 7" 8' 7" la' 2" la' 2" 12' 2" 12' 2" 14' 0" 14' 0" 0 u HF STUD 4' 10" 8' 7" S' 7" 10' 2" 10' 2" I 12' 2" 12' 2" 14' A" 14' 0" 0 STANDARD 4' 10" 7' 5" 7' 5" g' g" g' g" I 12' 2" 12' 2" 14' 0" 14' 0" >< #1 5' 6" 8' 7" g' 3" la' 2" 11' A" 12' 2" 13' 1" 14' a" 14' 0" <r; , SP #2 5' 4" S' 7" I g' 3" 10' 2" 11' A" 12' 2" 13' I" 14' A" 14' 0" ::;s C\1 #3 5' I" 8' 7" I 8' 10" 10' 2" la' g" 12' 2" 12' 10" 14' a" 14' a" .--f DFT STUD 5' 1" 8' 7" I 8' 9" 10' 2" la' 9" 12' 2" 12' 10" 14' 0" 14' 0" STANDARD t;' 0" 7' 7" I 7' 7" 10' 0" 10' 0" 12' 2" 12' 6" 14' A" 14' 0" (2) 2X6 "L" BRACE GROUP A GROUP B 14' 0" 14' A" 14' 0" 14' a" 14' a" 14' 0" 14' 0" 14' a" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' A" 14' 0" 14' 0" 14' a" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' a" 14' a" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' A" 14' 0" 14' A" 14' a" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' A" 14' 0" 14' A" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" ~~!CE, 'k ~~ 2X4 #2N OR BETTER . T,," IS" * .............8- L t .. I + 18" * L.l 1 I.-J. ~ ~~-a 5 I I I ~ u L.:::o.J, 1/ / / / ~o~TINu~miBOOIN:;/ / / / / / /1 I /GABLE TRUSS DIAGONAL BRACE OPTION, VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 560# : ~ AT EACH END, ~,.WEB / : TOTAL LENGTH IS '/ : ~ VERTICAL LENGTH SHOWN , IN r"LE ABOVE~ CONNECT DIAGONAL AT J.r--. . MIDPOINT OF VERTICAL WEB, "L" BRACE '---- 2X4 STUD, ,3 OR BE:iI'ER DIAGONAL BRACE; SINGLE OR DOUBLE ClM' (AS SHOWN) AT UPPER END. .c~~" '<, ", REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH, ^ pALP1NE~ "WARNING" TRUSSES REQUIRE EXTREME CARE lNFABRICATING,HANDLlNG,SH!PPING,1 NSTALLlNGA~_OR""POFlTWI.sPREPAf(OBYMEOR BRACING, REFERTOECSII_03(EUILDINGCOMPONENTSArETYINrIIRMATION),PUELlSHEDBYTPI(TRUIIlDER\tJIRECTSUPEil'-'>IOONlDTHATIAM PLATE INSTITUTE, 583 D'ONOFRlO DR., SUITE 200, MADISON, WI, 537l9) AND \,IlCA (WOOD TRUSS COUI'a:WLYUI NSEOoR<HSSICl'lAlEN~ER or AMERICA, 6300 ENTERPRISE LN, MADISON, VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMIN~OERTt LA'MOflHEST"'TE(],M~NESOTA HiESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHJRD SHALL HAVE II PROPERLY ATTACHED RIGID CEILlNG, 06/20/2005 "IMPORTANT'" FURNISH COPY DF" THIS DESIGN TO INSTALLATION CONTRACHlR. ALPINE ENGINEERED PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE rOR ANY DEVIATION rROM THIS DESIGN, ANY FAILURE TO BUILDTHETRUSSINCDNfORMANCEWITMTPI,ORrABRICATlNG,HANDLlNG,SHIPPING,INSTALLlNG8. BRACING or TRUSSES, DESIGNCONFORMSVITHAPPLlCABLEPROVISIONSOrNDS(NATlONALDESIGNS~A.ELOI\IANN BYAF8.PAlANDTPJ. ALPINE CONNECTOR PLATES AREMIIDE Of 20/I8116GA (\,I,H/S/Kl ASTM A653GR ADE 40/60 (W,K/H,S) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE L06$ilED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z, ANY INSPECTION Dr PLATES FOLLOVED BY (J) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEe. 3, A SEAL ON THIS DRAVlNG INDICATES ACCEPTANCE or DESlSNlIDERTPI-9:5CRITERIA PROfTSSIONAL ENGINEERING RESPDNSIBILlTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN, THE SUITABILlTY AND USE or THIS CDMPONENT FlF ANY BUILDING IS THERESPONSI BILITyorTHEBUILDING DESIGNER,PERANSI/TPIISEC.2 1.00, EXPOSURE C BRACING GROUP SPECIES AND GRADES: GROUP A: ~PRIICF.-PINE-FIR 1/tI1 I /tI2 I STANDARD I *3 I STUD I HEM-FIR I 1I2 I STUD I I #3 ISTAND~ D('lIr.J.AR FIR-lARCH r---.-83 I I STUD I S'l'ANDARD SOlM'HERN PINE I 1t3 I I S'I'~~D I GROUP B: HEM-FIR I 11 & 8TR I " SOU'I'HF.RN I " " PINE -, I DOUGl->\S FIR-LARCH r-- Itl I I 12 I GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240 PROVIDE UPUFT CONNECTIONS FOR 75 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD), GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAlLS. * FOR (1) '1." BRACE: SPACE NAILS AT 2" O.C, IN Ie" END ZONES AND 4" O.C. BETWEEN ZONES, ** FOR (2) '1." BRACES: SPACE NAILS AT 3" Q,C IN 18" END ZONES AND 6" O,C, BETWEEN ZONES "L" BRACING MUS'!' BE A MINIMUM OF 80" OF WEB MEMBER LENGTH GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPIJCE LESS THAN 4' 0" tX4 OR 2X3 GREATER THAN 4' 0", BlM' I LESS 'I'HA1" 1t' 6" G.RF.ATF.R THAN II' 8" 2,5X4 IT-REFER '1'0 COMMON TRUSS DESIGN FOR PEAK, SPUCE, AND HEEL PLATES, 2X< REF DATE DRWG -ENG ASCE7-9B-GAB10030 11/26/03 A10030EC1103 RE!l.NO.lg742 MAX. TOT. LD. 60 PSF '1?1Ch~MAX ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA SP ACING 24.0" cD GABLE DETAIL FOR LET-IN VERTICALS RlGIDSHIATHlNG .tTOElti.ns-ril--= ---, ,,,,,rJ, (+ ABOUTf /0 ~' / l~ " G ~ ~. REINFORCING WEllBi:R ,~~ TRUSS'. TOENAIlS SPACED...T 4"0.C. ..""','~L . CEILING ~ AlPINEENGINEEREDPRODUCTS,INC. POMPANO BEACH. FLORIDA --' F GABLE VERTICAL PLATE SIZES --- II :": ~i: p~ r::~~~ /: LESS THAN .t' n" 'IX4 OR 2:(.'\ ~ G~R:lt 6~-' BUT 2X4 2X8 I GR!:ATERmlNl1"S- 2~ 2.5)[6 I e REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPUCE. WKB AND HEEL PUTES . IF CABLE VERTICAL PllTES OVERlJJ>. USE A SINGLE PUTE TO SPAN THE WEB. 2X1JL:::: /ffX4 "',.,,~ ~~ ~ B ,~. PROVIDE CONNECTIONS FOR UPlIFT SPECIFIED ON THE ENGINEERED TFi!U:!S DESIGN. ATTACH EACH ..,.. REINFORCING WEloIBER WITH RAND DRIVEN NAILS 1001 COWON (0.148")( 3.",1I:IN) TOENAll.5 AT 4" D.C. PLUS (4) 16d COWIolON (0.162" X 3_{>",loIIN) TOENAILS IN TOP AND BOTTOW: CHORD. GUN DRIVEN NAILS ad COWON {O.131}{ 2.5',1UNJ TOENAILS AT.." O.C PLUS (4) TOENAILS IN TOP AND BOTI'Oll: CHORD THIS DETAIL TO BE USED If\TH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR saCCI WIND LOAD ASCE 7-93 GABLE DETAIL DRA1I1NGS A1l015ENII03, Ai0015EN1103, A09<l15ENll03, A08015ENl103, A07015ENll03 AU030ENl103, AI0030EN1l03, A09030ENlI03, A08030ENl103, A07030ENll03 .<\SCE 7-98 GABLE DETAIL DRA1l1NGS Al3015ECl103, Al2015EClI03, AU015ECl103, Al0015EClllJ3, AOB515OCUOS A13030ECll03,AI2030EC1l03,Al1030EC1103,Al0030ECll03,A08530ECll03 ASCE 7-02 GABLE DETAIL DRA1l1NGS A13015EE0405, AI2015EE0405, All015EE0405, AlOOI5EE0405, A08515EE0405, AI3030EE0405,A.l2030EE0405,All030EE0405,AI0030EE0405,A08530EE0405 SEE APPROPRIATE ALPINE GABLE D!;;'l'AIL (ASCE OR SBCCI lfIND LOAD) FOR MAXlWUW UNREINJ'ORCED GABLE VERTICAL LENGTH, 214"1'. RElNFORCD'lG """'" "".,~ 1><:1 "" ~. REINroRCING ...." ~ ""m 1:><1 II TO CONVERT FROM "I." TO "T" REINFORCING MEMBERS, IIlULTIPLY "T" FACTOR BY LENGTH (BASED ON GABIE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A. OBTAINED FROW. THE APPROPRIATE ALPINE GABLE DETAIL Fon ASCE OR saccI WIND LOAD. I VAXl),fUM AllOWABLE "T" REINFORCED GABIE .VERTICAL LENGTH IS 14' FRON TOP TO BO'ITO),f CHORD WEB LENGTH rNCREASE W / "T" BRACE WIND SPEED AND WlH 110 MPH "... 110 I.IPH "... 100 "'PH lfiF'J' 100 I.IPH "... 90 },IPH "... 90 WPH "... ----ao"'PH "... 80 W.PH "... 70 "'PH "... 70 WPH ~ EXAloIPLE: ASCE WIND SPEED _ 100 IIlPH MEAN ROOF HEIGHT = 3D FT GABLE VERTICAL _ 24" O,C, SP 13 "'1'" REINFORCING MEMBER SIZE _ 2X4 "'\'" BRACE INCREASE (FROM ABOVE) '= 10'" = 1_10 (I) 2X4 "I." BRACE LENGTH = 6' 7" WAX\WlIW "'1''' REINFORCED GABLE VERTICAL LENGTH 1-10>:6'7"-7'3" "T"REINF loIBR. SIZE '" '" ,.. 2dl '" '" -----w. ,., '" ,., '" '" ~4 2~ ,.. '" 2y4 ,., '" ,., saCCI "" '" "" '" '" '" '" '" '" '" '" '" '" '" '" '" '" 0' " '" '" '" '" 10~ '" '" '" '" '''' '" '" '" '" 20!.......... '" 10~ '" '" '''' '" "''' THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ..IJARNIt!Gn TRUSSES REQUIRE HTllEl'l: C~RE IN FABRIC~T1NG, __tILING, SHll'I'ING, INSTALLING ANn B~ACltfG. RErERIOBCSII~Q3(BUll..UlNG~NTSArElYINfORMAI1~),P\J1l1.lSHEDBYIPI<TRUSS PLATE INSTITUTE, 563 D'IlNIlFR10 Dl!., SUITE 200, IlAnIS~, IoI~ 53719) AND IJTCA (IoIoon IIlUSS COJt<CIl or AMERICA. 630Il (NTOlI'RI~E IN, NAnlSON, \ofl 53719) F1lll SAFETY f'lW:T1CES PRllIi TO PERfCRollNG THESEF1JNCTltJ<S_ UNLES'SOICE:RIoIISElNDlCATED, TOPC>OiDSHALLN~VEPRl\PERL.YATTACHED STRLCI<.l'!AL PAlfElS AND IlOTTOMCHORn SH.OLL HA~ ~PllOPEllLY ATtACHED R1GIDCEll..ING nlI1PORTANT..~ISNCCPY[TTN1SOCS1G1<IOINSIALLAT~CtJ<IRACI0R.ALPI~ENG~D PRl]IlUCTS,INC..SNAlL~TBERESPllIlSIBLEFORANYDEVIilTrtt1fR[)<THIS=I(lol'ANYFAILlRET0 BUILDTI1[ TRUSS IN CIJIlFI:IlMANCE IoIlTH TPI,ORFAElliICATlNG,HANI1.1NG,SHI~ING,INSTALLINGL il!AClNGlJI'TRUSSE:S. IlES!(iNCIJNFOI!MSIoIlTHAPF'LICABU:PROVISItJ<SOFNDS(NATllJ'<ALOCSIGN~C. BY.v-&P~IMlOTPl. ~U'IIIf:C~t:T1RptAT(SftR[HoOm:DF20/18/16UA{IoI,H/S/K)AST"A65:lGRADE 40/60 (\I)(/H,S> GALV. STEEL. APPLY PLAIES TO EACN rACE or TlllJU AND, LtLESS OTHERIJISE LOCATED lINlI-<lSOCSIGN,PllSIT1ONf'ERQRAIJINGSI60A-Z. ANY INSf'ECTlDN I:F PLATES Fo.LOIJED BY <lJ SHAll BE f'ER ANNEX A3 OF Tl'l 1-2002 SEC. 3. A SEAL ON THIS DRAIIING INDlCAIESACCEPIANCE I:J" PllorESSIDNAL. ENGlNEERINU RESPONSlelUTY So.ELY rOF! THE IRuSS C[]HPONENT lIE51~N 'HllIoIN. THE SU]lABILlTY AND USE I:J" THIS Cottf'(Jt,ENI FOR ANY BtJ1LDlNG IS TI'l:RE$P(}<SIDlL.lTY[]f TH':BUIL DING DESIGt.ER. PER ANSVTPl I SEe. 2. IHERE8YCERnOY'H~TTHISf'L'.N,SPECIFa.- ~.ORREPORTWISPREPAf{Ofl'l'MfOR ~DERMl'DIREC1SUPEfl\l&Iil'l1.N[}THATI~ AOOLYUCENSE1)"RtffSSICJIW.ENG.INER ~OERTHEl),\ltSOflHESTATEOfMI~ESOU. 06/20/2005 MAX TOT. ill. 60 PSF DUR. FAC. ANY MAX SPACING 24.0" ~"O,""~, ~ ::~~~.m.,"~"M"oo''''~/i; __ REF DATE DRWG ~ENG LET-IN VERT 04/14/05 GBILETIN0405 DLJ/KAR ASCE 7-98: EXPOSURE C COMMON RESIDENTIAL GABLE END WIND BRACING REQUIREMENTS 100 MPH 3 SECOND GUST WIND, 30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE IN ROOF. 1=1.00. CAT II, EXP C. WIND TC DL=5.0 PSF. WIND BC DL~50 PSF. LATERAL CHORD BRACING REQUIREMENTS TOP: CONTINUOUS ROOF SHEATHING BOT: CONTINUOUS CEILING DIAPHRAGM SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON THIS DETAIL. NAILS: 10d COMMON OR BOX (0.148"X 3....MIN) NAILS OR GUN (O.125"X 3.",min) NAILS. H/2 j// ~4 BLOCKING NAILED TO SHEATHING ). EACH TRUSS -.-L "- 2X4 STUD, #3 OR BETTER DIAGONAL BRACE ATTACH EACH END FOR 560#.~ i_ "1-- - 2X6 #2 STIFFBACK ATTACHED TO EACH STUD W/ (4) 10 D BOX STIFFENERS H LESS THAN 4'6" - NO STUD BRACING REQUIRED H GREATER THAN 4'6" TO 7'6" IN LENGTH PROVIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE STIFFBACK TO ROOF DIAPHRAGM EVERY 6'0" (SEE DETAIL BELOW OR REFER TO DRAWING AI0030ECll03). H GREATER THAN 7'6" TO 12'0" MAX: PROVIDE A 2X6 STIFFBACK AT MID-HEIGHT AND BRACE TO ROOF DIAPHRAGM EVERY 4'0" (SEE DETAIL BELOW OR REFER TO DRWG AI0030ECll03). * OPTIONAL 2X L~REINFORCEMENT ATTACHED TO STIFFBACK WITH 10D BOX OR GUN (0.128" X 3", MIN.) NAILS @ 6" O.C. 6 _J"."",l_ I (TIP) I f;-- *y H ,r i U ~~ ~~ ':J=o-B Iii '~n ~O~TINU~US B~ARINr / / / / / I Vi 1/ / / / OR GUN (0.123" X 3", MIN.) NAILS. ,n r L u THIS DRAWING REPLACES DRAWING 59469/GE TC LL TC DL Be DL Be LL TOT. LD. PSF PSF PSF PSF PSF GE WHALER 04/08/05 GBLBRSTC0405 SJP /KAR REF DATE DRWG -ENG ~ ..\I~~~lNG.. TRUSSES ~W[RE [~rRO'l: C-.R[ IN FABRIC^T1NG. ~DLlNG. SHlf'F'ING. INSTALLING AND BRACING. RErER TO DeSl l-a3 {BUILDING C(M>[)<NI SAI'ETY IWDR~AH[w. PU!lLISHED ay TPr 'TRUSS PLATE INSTITUTE, 5llJ D'ONOfRIO lIil., SUITE 2QO, HADISEI'l,....1. S3Jl~l AIlD ....TCA '....OOD nuss COJ~IL lFAMERICA,&300D<TERPRISELN,MADlSllN,1JlS3719lFllRSAfETYPRACTICESPRHlRTOPERr[JlHJNG THE:SErUNCTlOOS. lJNLESSOTH(R....ISElNDlCATEC, TlJPCfOlCSHALL""VEPROPE~YATTACHEII STIlLCTLlIlI\L PAME\.S AND IlIlTTl>>I DD!C SHALL HAvE A PROPERLY ATTACft':1I RIGID CELI~ ..1~PORTANl" fLflNISH CDPY IT THIS OCSIGtI TO lNSTI\LLATIOO CCNTRACTIIl. /\LpntE DtGlNEERE:D PRDDUClS.INC_S><ALLKlTBERESf>tt<SIDLEfORNlYIEVIATICHfRlJo1THISDESlGt1,IIHY'AIL<.IlET0 !IlJILD Tl-E lR\JSS IHCCI<fllRHANCE \11TH lfl, llR fABRICATING. HAHIUNe;, SHIPPING, INSTALLING' BRACINGllf"TR\JSSl:S,OCSIGHC~S""ITHAPI'\.ICADLEPRcvrSIONSC'NDS'NATlCNALDESIGHSPEC. BY AnPAlANIITPI. ALPlNEc~cnIllPLATESAREHA!lE:Cf20/Ia/16GA,\...tlSIK)ASTHI\6S3GRADE 40/60 '\i)(IH,Sl GALV, STEEL. APl'LYPLATES mEACHfACEllfTIl:\JSSAND,UNLESSOTHERVlSE:LCCATED EI'lTHlSDUI~.POSll1()<PERDRA""lttGSI6DA-l, ANT INSPECTlON IT PLATES fCLLC"ED BY <DSHALL BEPERANI<~A3lT TPII-2002 SEC3. A SEAL ON TlilSDRAVINGlNDICATESACCEPTA~lT PQCFESSlB<AL ENGINEERING REsPONSIBILITY SO-ELY fOR THE T"'-G'S CDHPDOCNT OCSIGN S>tJ\/N, THE SUITABILlTYAND USE IT THIS CDI'F'IlNENT rOR ANY EUILDlNG IS THE RESPrnSIBILllYCf TI€ iUlLD IN(; lESlGNER.PER AIlSllTPl I SEC, 2 AlPlNEENGlNEEREDPROOUCTS,INC PQMPANOBEACH,FLORlDA DUR. FAe. MAX SPACING 24" I HEREBY CERTI"" THA~ THIS f'lA/l. SPECIFJCA. TlON,DRREPORTWASPRfPMEOEffMEOll UNOER'<f([lIRECTSUroM;l(rtMOTHA1IMl AllUlVUCENSEOPR(JfSSIONAlENGINEER UNDER THE LAWS OF THE STAre (l' IItN~.ESQlA. 06120/2005 ~"'''~"~, L [lATE REG. NO. 19742 ..~"'~.'"...'"- ~ ,,'lSTALLATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT Pi--79 / tJ \' / / J4/(.11 [,J,I~h ~s\ ( Type of Heat: FA_HW_Steam_UH Make \k)~" j.) E H F - X'O Thermostat.c Pc .c,,, '^ S 0 ( Anticipation --If.i/-A Limit /VA Setting IV! A I I Fan Control AI / A Setting ~, / A- . , I Pilot Type IJ. j. ~r. ~fi<" , ~n.1.,Make ---tJA .-.L..~iI'''' 'IJ'. ' ' PilotTiming ~__ _.I . ,_ L, Model ...ll.. .. , .. .' . . (' / S.'JL3..';;> I 0 , ' , Vent Size ~ 'I Type <;+~,,^1'<"5 <.1, ( Filters ^ II A ./ Regulator ,&,..J '" i ~d.' JA II Man. Press 3,,,.,;' V"v Date Address Model Input CFH Stack Temp .;t 153 u 1= Spillage N I A Tester j(~ / !Jlk ( Contractor's Name --r;;;,,...,.... Permit No. Other R.o.,l:.... ~1- Input SO, aOO RiLt Serial 0507 -GS'.:2-oo-oo=t Draft Hood D:, L< J V,. 1-- C02% 7 / <';? 02% '8. Co 'l:. CO%~/^", Effd. ~ I.{ ,3 /. Cer!. of Compo # JJt.tri...r; ~ J j .,. Comments ""'" ~l."""'\... f1Y;~:"; , ,- :~- -.~ ~.- J6e". ~ ;~,,., , :- < -,~ . . ..... T / d~ 1P/"~~ m /C".A. ~. h-. ..STALLATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT Date t2 /:;)c,dc;- Permit No. t /' Address II/Ifnn l.JJ-/r 7;..< ( Type of Heat: FA~HW~Steam~UH_Other Rn"/,c.~+- Make I/LJu. /.i f . / Ur--'\i:r1 Model Input <;(0.19"'" ih U Serial 0'507o7,'J/''1()9,O O(X)~ Thermostat r j::>( <,"" .~ '" r Anticipation 1J I A . limit gJ I A Settinq AJ / A- I I Fan Control ,,) j A Setting. It/ /A- / I PilotType H,,+ <:'GrCcd... Tc^,0Make N"r-.k~ PilotTiming C__1 + \ t I.~ Model -1:J".11 . '" .. 1/ / <:, il 'IS 10 -' ~ " I . ff I Vent Size If . Type ~~C< '~ I. <. r:.J<<...J Fillers AJ / A . Regulator JA"oL.J..1 (')" .56, Draft Hood D; r-<- d lJi'.~ .J-- Man. Press ~.u ./ ~r... Input CFH d! jl. OF Stack Temp 4-3'\ Spillage IJ / f>, Tester ~1Jr1 /!tiL,.. I Contractor's Name -r;A/1J'? C02% 1,;).. % 02% '8 .,S%., CO% ';lB <'1.nW\ \ ' Efficiency'" 1 . '\ % Cer!. of Compo # /J&La~" j Comments \\a,,\J. Cr>-rl.iW:.).. .eM.t(~\<. . ....STALLATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT Date <;( b"1 Inc' -, Address Permit No. Type of Heat: FA HW Steam UH_Other M.~, f Make J).. _J c. ~. LI;:: " Model l-1 F - I( 0 Thermostat Lit: 50..",-- Limit !lJ.1A. fv./4 Fan Control " Input <60,00 () !SI4 Serial 0 SO l r\~') (')M f"Y"{', " Anticipation /11/ A: Setting ,vIA , Setting IJ/A I J..hr-L-- PilotType~.J. c. ~,,. 'Xi-h.LuMake AliA I Nf" 'f'+~' ( 3>r 3draft Hood )), ~~~.f. Ik~ (.. 3. '( Lf r,./c C02% (,. ~ % Pilot Timing ,"'\-'A~i ilcdv' Vent Size L,/ 'I Filters Regulator Man. Press Input CFH JJ 1.0. Slack Temp <,,, \ G 'f Model \.ho.u.<.(".d( / Sv'1)' (0 I Type Ed"," [, '.\ s-/... I 02% '1./...0/" CO% I~;,'^" Spillage J\l / i'r Efficiency 9-....\'1l Tester ~"~ /,..kk Cer!. of Compo # { Contractor's Name \", _r. ALL L, A ,,~I Comments &... \ ~~\. ~'k\>r 1 ,iSTAllATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT Date <;( b. q !O)' Permit No. / . Address flilf4 0 W.ld~ R,< ( /i..llA I Fan Control-.J.J../.A Setting Pilot Type ~ / S"t... '15" , !.rMake Model Ik^,,<,,..dl !<:V'Ji;r/ CJ I Type of Heat: FA ~ HW Make ~ HE Model U r::: - s7/l Thermostat LDr <:;":>'< ~ Limit Pilot Timing J::^^.." ..1 ~'-:J, f~ Vent Size '-f II Steam_UH_Other RCldt;,~f. Input l<n.ot'Jn RTu . Serial. r-. Sil\ 6.3:L.nll,(\ 6003 Anticipation 1 J I A , Setting I>L/-A MfA It/" _{,,~ Type Fillers N .4 Regulator Mo...., L.I <.:::'C:?JVraft Hood -.D.: ^ '^ 1 II, _ +- Man. Press ~LI> q ""c.. C02% ~.8 90 Input CFH 11 /4 Stack Temp 3\5"~ Spillage <I fA ~6" / I Contractor's Name Tester tJ<L -r.::^ _'" c~. 02% 8,c1 r,., CO% 35~-M. .. Efficiency ....B ~ % Cert: of Compo # /1.J. H(,,~_'c~ ( Comments R",", \ &.- ~ "'1i\./...r""",.1.- \ Date fJ/J1/0, J fALLATION AND TESTING OF FUEL GAS-FIRED EQUIPMENT Permit No. Address i 4/ i,n lAli \ d <; fo. s S Type of Heat: FA_HWLSteam_UH_Other Make]:')\Jd'f\ T,Ck\N\ Input--190 000 p.L!:i , , Model Rv 1 tJ S L /l :l Serial 64 (,1 M If) Thermostat CVl ,,-, A:Y9r Anticipation ~#c. Limit ~ / A Fan Control I\J I A Selling N fA Setting --':J.iA Pilot Type U^~ <;,,_['=L ,<...,.hMake~.... .1/ / C334...Qo/\ -, L I '1 Pilot Timing ~"M_..\.. v" I...... Model Ll-. /LL, ..., \ I , Type S"IJ 9(h 0') P41 c)'f)' Vent Size II . 3 sh,~ l..,5S S \a.-l Filters N I A Regulator ~(',J' ,~. . i (0" 'J i4~rafl Hood i\ ^' 0 .-l \ Jp~-l- Man. Press $. $" /1 we- C02% A, \ ot, Input CFH AJ / A I Stack Temp d-S' \ Of Spillage IJ J A- I Tester ~ak Contractor's Name --r;,^ Aa Comments A"n l-<<-r 02% (,.4 "'/0 CO% 4<; 0.."" Efficiency f\ 5', ;). O{'/) , . Cert. of Compo # flAir {.~~.r ~ ( U1J' 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 RESOLUTION 05-55 RESOLUTION OF THE PRIOR LAKE CITY COUNCIL UPHOLDING THE PLANNING COMMISSION'S DECISION TO GRANT A CONDITIONAL USE PERMIT TO ALLOW A MOTOR FUEL STATION IN THE C-2 ZONING DISTRICT MOTION BY: Hauaen SECOND BY: LeMair WHEREAS, Kwik Trip requested a conditional use permit to establish a motor fuel station on the property located on the southeast comer of CSAH 42 and CSAH 83, zoned C-2 (Community Business), and legally described as follows: Lot 1, Block 1, Wilds North 4th Addition, Scott County, Minnesota; and WHEREAS The Planning Commission reviewed the application for a conditional use permit as contained in Case File 05-107, and held a hearing thereon February 28,2005; and WHEREAS, The Planning Commission concluded the conditional use permit was consistent with the criteria set forth in Section 1108.202 and Section 1102.1003 of the Zoning Ordinance, subject to ten conditions; and WHEREAS, The City Council reviewed the appeal of the Planning Commission's decision, and the information contained in Case File 04-136 and Case File 05-107, and held a hearing thereon on April 4, 2005. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE: 1) The above recitals are incorporated as if fully set forth herein. 2) The City Council finds that the requested conditional use permit is consistent with the criteria set forth in Section 1108.202 and Section 1102.1003 of the Zoning Ordinance, subject to ten conditions. 3) The City Council determined that the Planning Commission's decision to approve the conditional use permit subject to ten conditions should be upheld. 4) The City Council makes the following findings: a. Dean and Carrie Boegeman, appealed the decision of the Planning Commission in accordance with Section 1108.210 of the City Code on March 4, 2005. b. The City Council reviewed the appeal of the Planning Commission's decision, and the information contained in Case File 04-136 and Case File 05-107, and held a hearing thereon on February 28, 2005. c. The use is consistent with and supportive of the goals and policies of the Comprehensive Plan. o Two of the objectives of the Comprehensive Plan are to "determine and strive for a balance of R:IRESOLUTI\PLANRES\05.55 Kwik Trip CUP.doc www.cityofpriorlake.com Page I Phone 952.447.4230 / Fax 952.447.4245 commerce, industry and population" and to "maintain high standards in the promotion and development of commerce and industry." This proposal will be consistent with the goals, objectives, and policies of the Comprehensive Plan provided it complies with the conditions of approval. d. The use will not be detrimental to the health, safety, morals and general welfare of the community as a whole. o The uses will not be detrimental to the health, safety, and general welfare of the community as a whole provided all conditions of approval are met. e. The use is consistent with the intent and purpose of the Zoning Ordinance and the Use District in which the Conditional Use is located. o One purpose of the Zoning Ordinance is to "protect the residential, business, industrial and public areas of the community and maintain their stability." The proposed use is consistent with this goal, provided the site complies with all conditions of approval. f. The use will not have undue adverse impacts on govemmental facilities, services, or improvements, which are either existing or proposed. o The use will not over burden municipal facilities. g. The use will not have undue adverse impacts on the use and enjoyment of properties in close proximity to the conditional use. o The Zoning Ordinance places conditions on the use that are intended to protect the use and enjoyment of adjacent properties in the "R" use districts. The applicant has made modifications to the site plan to assist in alleviating adverse impacts to adjacent sites. h. The use is subject to the design and other requirements of site and landscape plans prepared by or under the direction of a professional landscape architect, or civil engineer registered in the State of Minnesota, approved by the City Council and incorporated as part of the conditions imposed on the use by the City Council. o The site will be required to have an approved buffer yard along all lot lines that abut residential sites. The applicant must submit a plan showing an increased berm height and retaining wall along Wilds Path. i. The use is subject to drainage and utility plans prepared by a professional civil engineer registered in the State of Minnesota which illustrate locations of city water, city sewer, fire hydrants, manholes, power, telephone and cable lines, natural gas mains, and other service facilities. The plans shall be included as part of the conditions set forth in the CUP approved by the City Council. o The applicant has been working with the Engineering Department to meet grading and drainage requirements. Prior to any building permits, the applicant will be required to have approval of all grading and drainage plans by the City Engineer. j. The use is subject to such other additional conditions which the City Council may find necessary to protect the general welfare, public safety and neighborhood character. Such additional conditions may be imposed in those situations where the other dimensional standards, performance standards, conditions or requirements in this Ordinance are insufficient to achieve the objectives contained in subsection 1108.202. In these circumstances, the City Council may impose restrictions and conditions on the CUP which are more stringent than those set forth in the Ordinance and which are consistent with the general conditions above. The additional conditions shall be set forth in the CUP approved by the City Council. R:IRESOLUTI\PLANRES\05-55 Kwik Trip CUP.doc Page 2 o The City Council has attached the listed conditions they deem appropriate to protect the general welfare, public safety, and neighborhood character. 5) The Conditional Use Permit is hereby approved on the property legally described as follows: Lot 1, Block 1, Wilds North 4th Addition 6) The Conditional Use Permit is hereby approved subject to the following conditions: a) Conditions outlined in Section 1102.1003(1) of the City Code, related to motor fuel stations as a conditional use, shall be adhered to. b) Prior to building permit issuance, all grading and drainage plans must be approved by the City Engineer. c) Exterior materials of all buildings on the site shall comply with Section 1107.2202 of the Zoning Ordinance. d) Bufferyard requirements as outlined in Section 1107.2000 of the City Code shall be met. e) The carwash shall limit hours of operation from 6:00 am to 10:00 pm. f) All retaining walls and landscaping must remain outside the public right of way and provide for the preservation of adequate site line requirements. g) The applicant shall submit updated plans and elevations that reflect the proposed plan modifications and conditions. h) The applicant shall obtain necessary licensing for the sale of alcohol and tobacco products, if this is conducted at the site. i) The applicant shall obtain sign permits to assure proper sign age size and placement. j) Deliveries shall be limited to the hours of 6 am to 10 pm. k) Signs shall be posted on Cougar Path stating no through traffic. I) Trees for screening shall be a minimum of 3.5 caliper inches for deciduous and 8 feet in height for coniferous. m) All dumpsters must be fully enclosed. n) Hours of operation shall be limited to 5 am-12 am/midnight. 0) Notwithstanding, Section 1108.200 of the Zoning Code, the hours of operation specified by this Conditional Use Permit shall be reviewed by the Planning Commission as of April 1, 2007. 7) The contents of Planning Case File 04-136 and Planning Case File 05-107 are hereby entered into and made a part of the public record and the record of the decision for this case. Passed and adopted this 4th day of April, 2005. YES NO I HauQen X HauQen I FleminQ X FleminQ I LeMair X LeMair I Petersen X Petersen I Zieska Recused Zieska {Seal} R:\RESOLUTI\PLANRES\05-55 Kwik Trip CUP.doc Page 3 Alarm/Fire Sprinkler Inspection Check list Project: Address: Occupancy type: Date: Pertnit # Final Inspection: C\lu",- ~\",..-.. S"f...t:lw,,""" -..------. .~c~~_~rollnd t~ Call Scott Co. Dispatch (952) 445-1411 (PLST) set up test. Flow Test: Local alarm in (I) minute ~ Dispatch call in 5 minutes:_ Door hold opens release _ Fire damf{e;;.lose 5-\a.~"c c..I\, --=- ~S;~ CB-~ Additional Alarms and detectors: Smoke detector Duct detectors Hom & strobe at the Fire Department connection _ Horns & strobes through the building __ In rest rooms ~ - ~s "'- Loozl':-ClI\. '(,,~~ ~ (j ~ IIyvo; Sht>\:> aJ.. ./ OvfS,' dlt: (? i. ~ fir,,- tJ~1.- CM-ec.. Cr-- Dry Pipe tests: n 1 '. ~-'~.- --II I -]" "'I:7f) ~,~ VP '.:11'. _8Ln ,.......v ~u'!.;- ~ H., IlIuh. U~~ L u.:>L- Trip test (I) minute to inspector's test_ Low air a]artn Listed controls ~ Cq h/~ ./ C;.r <'<.--c.Ji ~;r:J c>crCk S'Je at ()O II-~ r (d......r- 200 Ie.. on.- ( (: A tM-- ~'h&1u L<~ <:9..""",- "",.:tu. I Fl,.,... -\ o;\- A\6J1fJ1 I S'~/i{ 4hrr"-- cr6o'-C r4"#< ~ / ....... P~erjY sj~!c//~/~Vkr b,<IA. ~ is> list: w,^JJ is lMOo.tA'\~ (z) ;JJU ~5w,1c,~ -~_._-----_._._-~--~._,--~---_.~~_.,._.._--,.."--""-,.-_.._--~._...- THE DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM PLEASE READ ---+ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department official on file with the DAMA CO. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include 6.5% Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1-2 weeks for delivery, CUSTOMER INFORMATION SHIP TO: (DO NOT USE A P.O. BOX) Company Address City/St/Zip Attention of: ORDERED BY: DATE: Company ~II<: ~11? Address12--0, 1",.", L. \ 0"1 _ City/St/Zip LA c.~os..se- W I 5~",'1-- Name & Ph # ~o ~l 1,,~-11.3"'<..41~ FIRE DEPARTMENT INFORMATION NAME: PRIOR LAKE FIRE DEPT. INSTALLATION ADDRESS - REQUIRED BY FIRE DEPT. - ATTACH LIST IF MORE ROOM IS NEEDED ~WI K~'r . 14\-\<.,0 W\y)S ~ t\}tAJ MAIL TO: ORDER FORM. Payment must be submitted with order ITEM S2-SURFACE MOUNT (NO MTG KIT OPTION AVAILABLE) S3-SURFACE MOUNT I S3-SURFACE MOUNT WfTAMPER SWITCHES I R3-RECESSED MOUNT I R3-RECESSED MOUNT WfT AMPER SWITCH I MOUNTING KIT (OPTIONAL FOR S-3 & R-3 MODELS ONLY) I SUB TOTAL I SHIPPING & PROCESSING CHG. I SUB TOTAL WITH SHIPPING CHG. I MINNESOTA SALES TAX, 6.5% I TOTAL AMOUNT ENCLOSED White & Yellow Coov - DAM A CO. QTY TOTAL DAMA-MP INC. P.O. BOX 47824 PLYMOUTH, MINN. 55447 PRICE $107.00 $131.00 $16800 $160.00 $186.00 $ 59.00 DARRYL SUNDBERG 763-559-3660 $9.00 Pink Coov - Customer FROM :MODERN WELDING CO OF IOWA To: Paees: Fax: FAX NO. :1 319 754 8428 Jun. 082005 04:18PM Pi Modern Welding Co. of Iowa Inc. 2818 Mt. Pleasant St. Burlington,Ia. 52601 PAUL BAUMGARTNER 1 Df r1- (952) 447-9853 From: CHAD FURNALD Date: 6/8/05 Phone: (319) 754-6577 Fax: (319)754-8428 MESSAGE: DEAR SIR, I HAVE BEEN ASKED BY KWIK TRIP IN LACROSSE, WI. TO SEND YOU THE CALCULATIONS WE USE TO DETERMINE THE MATERIAL AND QUANTITI OF STRAPS WE RECOMMEND FOR OUR TANKS. FOLLOWING ARE THE CALCULATIONS FOR YOUR REVIEW. IF YOU HAVE ANY QUESTIONS PLEASE CALL ME. THANK YOU, CHAD FURNALD (319) 754-6577 peA cAl/ ~(e re .. s fj~ t(~j c. +6r- f-~.~. ).. 0 1:.. /c~. ,^ k I' -t 1.ak CJ (~J ,.r +r~p S T ~ f. ).:; J:. 7cx!: e.r; (S-) {' ,!-I' al'.) , E , r'l, e I t Ie To, 1: es (~J.5 1/-r:;.f S, 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 fILE COPi1 May 6, 2005 Kwik Trip Incorporated Attn: Mr. Brad Fry P.O. Box 2107 1626 Oak Street La Crosse, WI 54602-2107 RE: City of Prior Lake Review for the Kwik Trip Site Plan Lot 1, Block 1, Wilds North 4th Addition Dear Brad: Recently the proposed Kwik Trip site was reviewed for a building permit. The Planning Department would like to ask that the items listed below be addressed: 1. Submit a bid for the estimated cost of landscaping and irrigation. Once the estimate is approved, it will be necessary to submit a Letter of Credit in the amount of 125% of the approved bid. ~.V t.. 2. Provide elevations that provide specifications (height, material, etc) for the trash wr-'" enclosure (needs to be fully enclosed) and the fuel canopy as part of the plans. 3. Revise the Landscaping Plan to meet Code requirements for minimum tree sizes (when they serve for screening they need to meet minimums of 3.5 caliper inches for deciduous and 8 feet for coniferous). 4. Provide documentation of the trees/landscaping to be established on the adjacent Wensmann site, as agreed to at the April 4, 2005 City Council meeting. 5. Provide a Letter of Credit to address the estimated cost for median removal and striping within Wilds Path. 6. Note that all proposed signage will be required to have separate sign permits applied for and granted, prior to their construction. In addition, please refer to the attached Resolution (#05-55) and assure that all the conditions will be met. If you have any questions, please do not hesitate to contact me directly at 952-447-9813. Sincerely, ~?n.~ Danette Moore Planning Coordinator Cc: Scott Teigen 1:\04 files\04 site plan\kwik trip\building pennit letter.doc www.cityofpriorlake.com Page 1 Phone 952.447.4230 / Fax 952.447.4245 Corrections Letter for Prior Lake April 28, 2005 Mr. Tim Larson Larson Architect 300 North Second Street La Crosse, Wisconsin 54601 RE: Kwik Trip XXXXX Wilds Path Prior Lake, Minnesota 55372 tJ '" (2,,,, "'--<Vf5 Dear Mr. Larson, I have added my response in bold face type. Tim Following are the results of the plan review for the Kwik Trip store. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (mC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC), which adopted with amendments the 2000 Fire Code (FC). I Submit signed a Certificate of Survey of lot 1 block 1 The Wilds North Fourth Addition. Survey will come direct from surveyor. D'''G> Submit signed HV AC, plumbing and sprinkler plans, May be submitted at a later A. date. Installing contractors will provide. A-z,) '" B 13 \f Provide architects signature and certification verbiage on architectural plans. MN . ) I Rules 1800.4200. Will provide 2 sets after any plan changes. lfiDe..O. 5'~ <::i~ J/.~ 4. Submit signed Special Structural Testing and Inspections Schedule. See enclosed. mc 1704.13. OK, document enclosed 4>,......? reg. i/o'h.f ~. Q, 3 C..,s..1"(J) Provide drawings by a structural engineer on retaining walls over 4' -0" in height. Walls will be proprietary segmental concrete masonry units. Engineering will come from manufacturer prior to installation. ../ Submit Energy Envelope Calculations. MN Energy Code 7670.0100 Per MN Energy Code 7676.0700 Subp 7 previously submitted COMcheck analysis shows that the envelope is code conforming. vi Submit a soils report. OK, document enclosed. 'Ii' An S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. Presently, there is a charge of $4,800.00 per SAC unit which is collected at the time of the building permit issuance, Determination complete. ~?~ cg, Code Analysis: Canopy occupancy classification most nearly resembles an "s" use. IBC 311.2. OK, B was selected per IBC 406.5 which includes canopies f) 15bunder motor vehicle service station which is B. ,"'t>fZ>/J.- V~~,..., fs, D '.. . il. " . /.?f'i"Ar<1'?~ I " Provide a Post Indicator Valve (PIV) on spnnkler supply Ime mto bUlldmg?' 5-( Locate a minimum distance away the height of the building. OK, location will ~ow on sprinkler plans and revised site drawings. /~~ovide fire lanes for fire apparatus response to access the Fire Department Siamese connection. Signage to read:" No Parking Fire Lane by order of Fire ~Partment". Indicate on Site plan. IFC 503.3, OK. ('JP The City requires that there be a curb stop valve that can be accessed by the City for each individual water meter. There are three water meters proposed for the carwash and the store, Each must have a curb stop valve and separate lines running to each meter that is located within the buildings. OK, location will show on revised site drawings. .J. Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance of all areas. IFC 1002. OK, two FX-l were added to revised A3 at doors 101 & rxl06A. W-ocate the Fire Department Siamese connection, Locate by front entrance. OK, location will show on sprinkler plans and revised site drawings. GoII~Provide copy of United States Department of Agriculture operations approval before occupancy. OK. Cv~ank filling operations and fuel-dispensing facilities to comply with IFC section ~ J205 and 2206. OK. ~:.rovide plans. for pylon sign and structural engineering if over 6'-0" in height above finish grade, OK, engineering in process, submittal under separate cover. C~A'IIii81 Provide HDCP signage details. Parking signs will conform to Minnesota Code .. ~ction 1341. C<l~ Provide address numbers on building. IFC 505.1. OK. .$ Provide attic ventilation clear vent specifications and calculations for each of the two attic areas.!BC 1505.3. Calculations enclosed. CJN'0. Provide structural engineered drawings of the roof truss systems time of framing inspection. Dwgs will be prepared by truss manufacturer and reviewed by / the architect for conformance to design. ~2. DetailllA9: Install 18" vertical grab bar. MSBC 1341.0448, Subpart 4. OK, grab bar added to revised detailllA9. () /A. 0 ~ ~~~bing Plans must be approved by the Minnesota Department of Health. ~vi/ _.~ 4715.3130. Plans are under review. ~ZJ ~~~ 24. Detail 3/P-2: Eliminate the RPZ with another filling design for the car wash. The City does not provide an inspection program as optioned in MSBC 4715.2161. We will use a Watt's series 707 MIQT double check valve assembly with your written approval. I is. Provide an attic access for the Car Wash. lBC 1208.2. OK, access shown on t/ievised A12. Canopy structural calculations: Governing code is the 2000 IBC. Change ;1f jIoveming Codes section. Enclosed are revised calculations. 'If Canopy structural calculations: Specify wind exposure. lBC 1603 .1. Enclosed are revised calculations. M~~~ 28. Canopy: Describe roofing building over sheathing metal deck. See enclosed 8 r lass shingles to match ich can be fire treate ver non combustible .U."":':.'b" The City Planning and Engineering Departments plan review comments are forthcoming. All items pertaining to the plan review must be addressed before a building permit is issued. The City is in the process on issuing the site an address. Questions, please call me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official cc. Mr. Bradford Fry, Kwik Trip ~M~b Tim Larson, MN Architect 16, 468. May 11, 2005 '^-'''-_.,:_~" ~ Metropolitan Council Environmental Services April 26, 2005 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1787 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has reviewed the SAC assignment for the Kwik Trip to be located within the City of Prior Lake. This project should be charged 26 SAC Units, as determined below. SAC Units Charges: Retail 2352 sq. ft. @ 3000 sq. ft./SAC Unit Gas Pumping Car Wash (rollover) 2 bays x 32.5 gals/car x 100 cars/day @ 274 gallons/SAC Unit 0.78 1.00 23.72 Total Charge: 25.50 or 26 If you have any questions, call me at 651-602-1113. Sincerely, , cJ _ (j) 0 C ~ JO~rdS Staff Specialist Municipal Services Section JLE: (380) 050426S7 cc: S. Selby, MCES Tim Larson, Larson Architects J r-t' www.metrocouncil.org Metro Info Line 602~1888 230 East Fifth Street. St. Paul, Minnesota 55]0]-]626 . (65]) 602-]005 . Fax 602-] ]38 . TTY 29].Q904 An Equal Opportunity Employer April 28, 2005 Mr. Tim Larson Larson Architect 300 North Second Street La Crosse, Wisconsin 54601 ]4/btr RE: Kwik Trip ~G~XX Wilds Path /tJ. vv. Prior Lake, Minnesota 55372 Dear Mr. Larson, Following are the results of the plan review for the Kwik Trip store. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC), which adopted with amendments the 2000 Fire Code (FC). 1. Submit signed a Certificate of Survey of lot I block I The Wilds North Fourth Addition. 2. Submit signed HV AC, plumbing and sprinkler plans. May be submitted at a later date. 3. Provide architects signature and certification verbiage on architectural plans. MN Rules 1800.4200. 4. Submit signed Special Structural Testing and Inspections Schedule. See enclosed. IBC 1704.13. 5. Provide drawings by a structural engineer on retaining walls over 4' -0" in height. 6. Submit Energy Envelope Calculations. MN Energy Code 7670.0100 7. Submit a soils report. 8. An S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. Presently, there is a charge of $4,800.00 per SAC unit which is collected at the time of the building permit Issuance. 9. Code Analysis: Canopy occupancy classification most nearly resembles an "s" use. IBC 311.2. 10. Provide a Post Indicator Valve (PIV) on sprinkler supply line into buildings. Locate a minimum distance away the height of the building. 11. Provide fire lanes for fire apparatus response to access the Fire Department Siamese connection. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. IFC 503.3. 12. The City requires that there be a curb stop valve that can be accessed by the City for each individual water meter. There are three water meters proposed for the carwash and the store. Each must have a curb stop valve and separate lines running to each meter that is located within the buildings. 13. Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance ofall areas. IFC 1002. 14. Locate the Fire Department Siamese connection. Locate by front entrance. 15. Provide copy of United States Department of Agriculture operations approval before occupancy. 16. Tank filling operations and fuel-dispensing facilities to comply with IFC section 2205 and 2206. 17. Provide plans for pylon sign and structural engineering if over 6'-0" in height above finish grade. 18. Provide HDCP signage details. 19. Provide address numbers on building. IFC 505.1. 20. Provide attic ventilation clear vent specifications and calculations for each of the two attic areas. !BC 1505.3. 21. Provide structural engineered drawings of the roof truss systems time of framing inspection. 22. Detail 1/ A9: Install 18" vertical grab bar. MSBC 1341.0448, Subpart 4. 23. Plumbing Plans must be approved by the Minnesota Department of Health. MSBC 4715.3130 24. Detail 3/P-2: Eliminate the RPZ with another filling design for the car wash. The City does not provide an inspection program as optioned in MSBC 4715.2161. 25. Provide an attic access for the Car Wash. IBC 1208.2. 26. Canopy structural calculations: Governing code is the 2000 mc. Change Governing Codes section. 27. Canopy structural calculations: SpecifY wind exposure. IBC1603.1. 28. Canopy: Describe roofing materials. The City Planning and Engineering Departments plan review comments are forthcoming. All items pertaining to the plan review must be addressed before a building permit is issued. The City is in the process on issuing the site an address. Questions, please call me at 952-447-9851. Sincerely, Robert D. 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I : "'...,. < ~.~ ~~i~ ,/ ....~~'t I ~o.~ ~ ~-~ I~~ 8~~ ~u r~ J; 3 ',0 -~~ 1"- -. 0"" j-". {'~ o:::;~ c.---- ~ ~ II fe" t 1'.-" / ~'r OC 0.' O:::~ o , " '. ' . \~ U i~ r ~~ ^" AIR VENr INC. . About Us I Contact Us I What's New I Where to Buy I Ventilation Education ~ Home> Our Products> Attic Exhaust Vents> Ridge Vents> Multi-Pitch FllterVent > Ridge Vent Specifications Specifications Ridge Vents When installed properly, all Air Vent products mentioned here comply with the net free area requirements of nationally recognized model codes, including those written by the International Code Council. In addition, the vents have product evalutation approvals from Dade County, Florida, ICC and TDI. Please call 1-800-AIR-VENT to obtain code body information for a partlcuiar Air Vent product. Here's an overview of the specifications for Air Vent's complete iine of ridge ventilation products. Why Ventilate Net Free Our Products Product Model Description Colors Size Area Attic Exhaust Vents Attic Intake Vents ShingleVent II SHFV203, Shingle-over Black, 4' 18 sq. In. per 12" wide ridge vent Brown, ft. Foundation Vents Gray, Whole-House Fans Charcoal Resource Center ShingleVent 1I-9 SHFV209, Shingle-over Charcoai 4' 18 sq. In. per 9" wide ridge vent ft. ShingleVent 1I-7 SHFVII-7, Shingle-over Charcoal 4' 18 sq. in. per 7" wide ridge vent ft, ~ '",,,-,,,,,, ""e~."' FV101 Aluminum Black, 10'* 18 sq. In. per ridge vent Brown, ft, White, Gray, Mill, Bronze, Zinc, 4rllO Copper Aluminum Black, 8'* 18 sq. In. per ridge vent Brown, ft. White, Gray, Mill, Bronze, Zinc, Copper VenturiVent Plus VVP Shingle-over Black 4' 18 sq. in. per ridge vent ft. Rolled Ridge Vent PRV20 Shingle-over ridge Black 20' 18 sq. In. per vent in a roll ft. Peak FllterVent PVF152 Aluminum peak vent Black, Venting 9 sq. in. per for contemporary roof Brown, Pack ft. deslg ns Gray, l I II L _ .... -"'-......."'h. ,,/.cD- ~5f;;:""~':;':=~'::= _ ~_'_.~ ";;.~//fi -'---------~'if;~-~.::------.: . '.'",__:;:,-~.'-:-"~ff.""J'.' _'. ""Un ~~~;:r~ '1~~':'~ _~:fS"~":f:;,- ~ I S~k N~ I D11 C;;'- - escription Packaging! Wt. Color jIbs. Availability i I 12" Vented Soffit Panel .019" Thick SYS312L Free air ! space: I :_ i~:~~itft )~;J 112" Center 11----- Vented i 12 ' Soffit Panel ! lengths .019" Thick i 16 pcsfctn '1 SYS312CV Free air ! 1.92 space: sqsfctn 3.24 sq 28 inches ctn/pallet per lin ft SYS312 12" Solid Soffit Panel .019" Thick SYS316 116" Solid I Soffit Panel . .019" Thick SYS316L 16" Vented Soffit Panel .019" Thick Free air space: 12.96 sq i 12' lengths 16 pcsf ctn 1.92 sqsfctn 28 I ctn/pallet 12 ' lengths 16 pcsfctn 1.92 i 12' , ! lengths 12 pcsfctn ; 1.92 sq sf ctn 30 ctn/ pall et ' 12 ' lengths 12 pcsfctn 1.92 sqsfctn 30 63 Color Availability I I 63 Color Availability 63 Color Availability II 62 Color Availability 11-'- ! i 62 i Color I Availability i L- I I I II \.\1 I(r '''" """" -- -'-y" ......... per lin ft ctn/pallet , , I 1-- 62 I Home I Glossary I Products I Gallery I Designer Tool I Trade I About Rollex I 16~'<_,,,, 16" Center Vented 12' Soffit Panel lengths .019" Thick 12 pcs/ ctn SYS316CV Free air 1.92 space: sqs/ctn 6.48 sq 30 inches ctn/pallet I per lin ft :v- Go to the Other Collections of Aluminum Soffits System 3 Tensile 44, Mark II Acrylic Color Availability 2/110 tfl II I", / J ;<10/1-< ;;Z c=/ ( . 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EN'6 Ie> C;;;b</ ~ J'L.A'l5:J C~5~. 1;8 J ~ ,f2Cl':- 1,..:~~,,- -- '-'--<.-> '-',f,.:- />:'/i.-~'1~c' I't II/frf l--ffl; 8 /~ /e; ~.z- 2<X>t) S J~ i j5~c.r-<,,____ / 5S ~., ~-/ TV' c- ,----",c I 'hi I,:,:N,~! '/'ii-~;t) ,~ ,b.'i;"7r 'J / ;;~ ~I IH3 .-- 'iL.-C '- ,--./1"/'/ v' '" '--v .J V{J2, ra. //;,) h,'{.2.... \JE./'Iitl-L<../'-'U( [,L"'[S. ,.;<- {./-", [ ,,:...r;', < ) \ 'I~~~ (Lv- 14m L- A~ ~ J. ~~f"'P ~11Jv' /l4t- ct);Z: ~~J-~~k~ "'r~~<P'c-~ .fL co" -1r c~ 7 ,,~ &, Sf - '2-~f7 -.zrx;J !<---!')G'~: .. ::'.._:":..~~;:;';~:';'~~.,_"",.:"_,,,,,,,:';"'~_~'~':'.~.,_,.....",.,.;.__'__'~_''''~~ ", ,_.',..~~',. _ ,.,..k...., -~......-,~,.__..,-_... .....'--"'.....".,,'~. --'..'--,-..-- CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST ~I K ~1l0 Job Address: LoT / elL / t..vl<.o"s ~~ 1TIr Project Name: cd~os ,/JI/ / iJ . Provide access roadway for fire apparatus in accordance with Section 902 of the Uniform Fire Code (UFC). This includes the following: (.{ ~1 (1' Adequate turning radius capable of supporting fire apparatus. ~adius is' 'l5 et for~pri~~lered building. feet for a Iuuu-&p,;u;";""". Llu"l..l. () Dead end access in excess of 150 feet long shall be provided with a turnaround. All-weather driving surface. 20 feet of unobstructed width. 13 feet 6 inches of vertical clearance. . Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per UFC Section 902. Where access cannot be provided, an approved fire protection system shall be provided. . An adequate and approved access for Fire Department equipment must be provided during construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equipment. . Non-sprinklered Building: Fire hydrants are required per UFC Section 903. All portions of the exterior of any non-sprinklered building must be within 150 feet of an approved fire hydrant. . ~SDrinklered Buildin~l Buildings with a sprinkler system require one hydrant withinl@ feet of the fire department connection and a hydrant(s) within 300 feet of all portions of the exterior. The fire department connection shall be located on the front of the building. The PIV must be located a minimum of the height of the building away. . FlREPLAN \. ,,~ ,--~--~ .,i:''';;, ~,:.....<:,,~~: '.~, '*, ,.....-.. ,'. -"--~'-~."~- · All hydrants shall be accessible to the fire department apparatus by roadways meeting above requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. . Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order of the Fire Department." Location and number to be determined. . Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per UFC Section 901. Numbers shall contrast with their background. . Townhouse projects must have directional signs designating the numbering sequence of units for each individual roadway. . Provide approved key box to be installed in accessible location per UFC Section 902. This is required when access to a structure is unduly difficult or where immediate access is necessary for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. . Fire extinguishers are required for this project per UFC Section 1002. Extinguishers are required to be a minimum 2AIOBC rated and located within 75 feet travel distance of all areas. This distance decreases for more hazardous occupancies. Location and size to be determined. . Submit plans for required fire protection equipment to the Building Inspection Department per UFC 1001. Requirements based on the 1997 Uniform Fire and Building code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. () Automatic fire extinguishing systems (sprinklers). () Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour station. () Fire hydrant systems. () Wet standpipe systems. () Fire alarm systems. () Cooking appliance and vent extinguishing systems. () Fire pumps. () Other extinguishing systems. . Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. . FIREPLAN . ~.""', ~.~,~"._.~ .,...... . - -" "",,'., ",..._'"~---_. ,--'~.....,...~--..~.........._.~. '''-. · Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. . Submit 8-112 x 11 inch site plan for development of emergency response plan. . Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. . Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. () Places of assembly, UFC Article 25. () Cellulose nitrate storage in excess of 25 lbs., UFC Article 27. () Storage and handling of combustible fibers, UFC Article 28. () Garages, repair, UFC Article 29. () Dry cleaning operation, UFC Articles 36 and 79. () Application of flammable finishes including dip tanks, spray booths, etc., UFC Article 45. () Welding and cutting operations, UFC Article 49. () Refrigeration equipment using other than air or water and more than 20 lbs., UFC Article 63. () Compresses gases, flammable, UFC Article 74. () Compresses gases, non-flammable, UFC article 74. () Cryogenic fluids, UFC Article 75. () Explosives or blasting agents (storage or use), UFC Article 77. () Flammable and combustible liquids, UFC Article 79. () Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, UFC Article 80. () High piled combustible storage, UFC Article 81. -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. () Liquefied petroleum gases, UFC Article 82. . FIREPLAN ..... .-- --'-..._,--~. ._..~-_."..,...._.- ,........~"'"".'"."..o..,.__>.i'""..-...~"',,.-"".~,_._.,"'... .;.' ~;,......~"....... ".~'.,".n .'~...-..~""......;,,".... .""~._,_~:~,.~ _.~..'"...._~...~ .;...,,,,.;~~:,,,,,,",,,,,,,,,~,,,,,-;...(_--,-,,,,,,+,_, ...;,~....~. ..'_ "_... ,~. .._._---.,-.;...--_:-_~, .. · Protection systems installed that are not required are subject to "1'1"v ,al by the Fire Department and must meet code requirements. · Submit 8-112 x II inch site plan for development of emergency response plan. · Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. . Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. () Places of assembly, UFC Article 25. () Cellulose nitrate storage in excess of 25 Ibs., UFC Article 27. () Storage and handling of combustible fibers, UFC Article 28. () Garages, repair, UFC Article 29. () Dry cleaning operation, UFC Articles 36 and 79. () Application of flammable finishes including dip tanks, spray booths, etc., UFC Article 45. () Welding and cutting operations, UFC Article 49. () Refrigeration equipment using other than air or water and more than 20 lbs., UFC Article 63, () Compresses gases, flammable, UFC Article 74. () Compresses gases, non-flammable, UFC article 74. () Cryogenic fluids, UFC Article 75. () Explosives or blasting agents (storage or use), UFC Article 77. () Flammable and combustible liquids, UFC Article 79. () Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, UFC Article 80. () High piled combustible storage, UFC Article 81. -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. () Liquefied petroleum gases, UFC Article 82. . FlREPLAN .'---. "~~_._".,_.~+-----_.~.~-~._..--_._,"_.,,--,_.. .. Kwlk Trip Prior Lake, Carwash HVAC Load Analysis for Kwik Trip Stores LaCrosse, Wi. Elit rt CHVAC COMMERCLA.l. HVAC LOADS Prepared By: Thursday, April 07, 2005 'f I General Project Data Input I _~'_~~~~~""'J'i.\O~'~ "~,.'.,.i:".'.".. .....:., ., .",fI. ,_. __,..>,,,-. ,--'.'. ..,...... "-,h. '" ',' '.' r,. _0.-- ....' ,~:'. '.' ".'....,,,....,:.,,... ......~ '. ._.~t~1~ Project file name: C:\EllteHSR\Chvacw32\Projects\ktdoubiecwPrlorLake.CHV Project title: Kwik Trip Prior Lake, Cacwash Designed by: SWH Project date: 3/03105 Project location: Prior Lake, MINNESOTA, USA Client name: Kwik Trip Stores Client city: LaCrosse, Wi. Barometric pressure: Altitude: Latitude: Mean daily temperature range: Starting & ending time for HVAC load calculations: Floor heat loss coefficient: Number of unique zones in this project: 29.030 in.Hg. 834 feet 45 Degrees 23 Degrees lam - 12am 0.72 Btuh per foot of slab 3 !!I.j!..I..\I...llllllriflfll\l.IJ.lJr~~1f Calculations performed: Heating loads only Lighting requirements: 0.00 Watts per square foot Equipment requirements: 0.00 Watts per square foot People sensible load multiplier: 0 Btuh per person People latent load multiplier: 0 Btuh per person Zone sensible safety factor: 0 % Zone latent safety factor: 0 % Zone heating safety factor: 10 % People diversity factor: 100 % Lighting profile number: 0 Equipment profile number: 0 People profile number: 0 Building default ceiling height: 0.0 feet Building default wall height: 12.0 feet ~ hr hr hr r hr hr hr hr 1 2 3 4 5 6 r B 1 C C C C C C C C 2 C C C C C C C C 3 C C C C C C C C 4 C C C C C C C C 5 C C C C C C C C 6 C C C C C C C C 7 C C C C C C C C B C C C C C C C C 9 C C C C C C C C 10 cl c c c c cl c c -. "~~'M.'~!h~'t.,:'~~~Wi'~'>>\:~'~.' "',_.- -.'~,jj'ti;<'\'1!','I~)Ett~A$.t!:);m'Aff~i&~4\:<?'5@'.}Wt0}~Uit,;;C2J , , -. '!W.l\~,,' 'i@..~~:m~i2: ',,', . . """"',~~f':""';' '~~~,j~~""ji.JA.;.i\,'-Wfrl;'1i$';'~1 hr' hr' -hi hr. hr) 'hr' hr hr h~" hr' hi hr hr" hr" tir"r ""hi I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Zj 2~ C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C c c c c c c c c c c c c c c C, C c c c c c c c c c c C C C C CI cl C C C C C C C C C C C C C C C I General Project Data Input (cont'd) I ~_._.l_llll,!.lI ~___~ Design Outdoor Outdoor Indoor Indoor Grains In/Outdoor Month Dry Bulb Wet Bulb Rel.Hum Dry Bulb Diff Correction August 93 74 50% 75 33.08 -1 June 93 72 50% 75 21.17 -1 July 94 75 50% 75 37.62 1 September 88 73 50% 75 35.17 -6 January 39 33 50% 75 ' -47.73 -55 February 40 37 50% 75 -38.10 -54 Winter -25 65 1P_!Jf~": " Roof No. "1l!iI!,1ifl___.J'~~1 Roof Dark Susp. U-Fac Color Ceil 0.029 No No ASH RAE Roof# 1 6 Roof #1 Descliptlon: Carwash Roof ~.~~~""~~""""''lIlIl-'';''l!Ii['''''~!'!!;~~'''''ilil'\ii,/l " '.~ _ " _ _ " _ - ", _ " _' ^ - ~_ - _ _ ."K _ ',.'" _ _ _~ " .,;. __,_r^'),K0~1',~1l!,*,<;j'l!'$;\'t?Mm:~t~if~,*<I~,.)~~4;,~i."\~,"'J~{;1-~o%E;~\~,,-:;??fi)~"l Wall ASHRAE Wall Wall No. Group U-Fac Color 1 A 0.078 D Wall #1 Description: 4 inches face blick, with 2 inches of insulation and 8 inches of common brick.( Carwash) - Giass Summer Winter Glass Interior Intelior Room Glass Glass No. U-Factor U-Factor Shd.Coef. Shading Shd.Coef Const Width Height 1 0.340 0.510 0.880 2 0.000 H 5.000 4.000 Glass #1 Description: 4" block Carwash Glass 2 0.200 0.200 0.990 2 0.000 H 10.000 10.000 Gtass #2 Description: 10X10 carwash overhead doors 3 0.560 0.560 0.100 2 0.000 H 3.000 7.000 Glass #3 Descliption: 3x7 solid core door Roof 1 2,337.9 0.0 2,337.9 0.029 67.799 0.029 Tot.Roof 2,337.9 0.0 2.337.9 N/A 67.799 0.029 Wall 1 2,424.0 510.5 1,913.5 0.078 149.253 0.078 Tot.Wall 2,424.0 510.5 1,913.5 N/A 149.253 0.078 Glass 1 100.0 N/A 100.0 0.340 34.000 0.340 Glass 2 400.0 N/A 400.0 0.200 80.000 0.200 Glass 3 10.5 N/A 10.5 0.560 5.880 0.560 Tot.Glass 510.5 N/A 510.5 N/A 119.880 0.235 ----- Totals 4,761.9 336.932 0.071 N 720.0 100.0 620.0 0.078 0.340 0.880 NE 0.0 0.0 0.0 0.000 0.000 0.000 E 564.0 210.5 353.5 0.078 0.218 0.946 SE 0.0 0.0 0.0 0.000 0.000 0.000 S 648.0 0.0 648.0 0.078 0.000 0.000 SW 0.0 0.0 0.0 0.000 0.000 0.000 W 492.0 200.0 292.0 0.078 0.200 0.990 NW 0.0 0.0 0.0 0.000 0.000 0.000 ----- ---.- T o1al5 2,424.0 510.5 1,913.5 0.078 0.235 0.950 ----,----,----~_._-----------_.__..,_.._.._._"'_...- I Building Summary Loads Building peaks in February at 12am. Roof 2,338 6,712 9.29 0 0 0 0.00 Wall 1,914 14,776 20.45 0 0 0 0.00 Glass 511 13,551 16.75 0 0 0 0.00 Floor Slab 202 14,399 19.93 0 0 0 0.00 Skin Loads 49,438 68.42 0 0 0 0.00 Lighting 0 0 0.00 0 0 0 0.00 Equipment 0 0 0.00 0 0 0 0.00 People 0 0 0,00 0 0 0 0.00 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 0 0 0.00 0 0 0 0.00 Heat. Vent. 0 0 0.00 0 0 0 0.00 Cool.lnfil. 0 0 0.00 0 0 0 0.00 Heat.lnfil. 220 22,822 31.58 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0,00 0 0 0 0,00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 72,260 100.00 0 0 0 0.00 Ventilation 0 0.00 0 0 b 0.00 Infiltration 22,822 31.58 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 49,438 68.42 0 0 0 0.00 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 0 0.00 0 0 0 0.00 Building Totals 72,260 100.00 0 0 0 0.00 __~!I'~!f~fi~l_ik~~li:-i~!i~llIis1]lS~B~~i~iiti~~mt*~fit:~;g:il\?fitl&1f~'iI~iil~~t~t. Total Building Supply Air (based on a 300 TD): 2,299 CFM Total Building Vent. Air (0.00% of Supply): 0 CFM Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Total Heating Required Wll:h Outside Air: Total Cooling Required With Outside Air: 2,426 Sq.ft 0.9475 CFM/Sq.ft 0.0000 Sq.ftffon 0.0000 TonslSq.ft 72,260 Btuh 0.00 Tons j',.,',..""'-Il1'"',. ,;~~".A"" I Air Handler #1 - Carwash - Summary Loads Carwash 114 960 34,652 0 0 None None 1 12am February 0 1,102 0 0 0 0 11,520 1.15 0.00 0 0 0 Carwash 116 982 22,341 0 0 None None 2 12am February 0 711 0 0 0 0 11,789 0.72 0.00 0 0 0 Equipment Room 484 15,267 0 0 None None 3 0 486 0 0 0 0 12am February 5,803 1.00 0.00 0 0 0 Zone Peak Totals: 2.426 72.260 0 0 Total Zones: 3 0 2,299 0 0 0 0 Unique Zones: 3 29,112 0.95 0.00 0 0 0 W--Ilc" t_,~_,_,_. I Air Handler #1 - Carwash - Total Load Summary Air Handler Description: Carwash Constant Volume - Proportion Supply Air Fan: Draw- Thru with program estimated horsepower of 0.00 HP Fan Input: 65% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.00 -- This system occurs 1 time(s) in the building. --- Air System Peak Time: Outdoor Conditions: 12am in February. 210 DB, 200 WB, 14.19 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in (None) at 12am is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of O. Summer: Exhaust controls outside air, - Winter: Exhaust controls outside air. Zone Space sensible loss: Infiltration sensible loss: Outside Air sensible loss: Supply Duct sensible loss: Return Duct sensible loss: Return Plenum sensible loss: Total System sensible loss: Heating Supply Air: 72,260 I (.970 X 1.08 X 30) = Winter Vent Outside Air (0.0% of supply) = Zone space sensible gain: Infiltration sensible gain: Draw-thru fan sensible gain: Supply duct sensible gain: Reserve sensible gain: Total sensible gain on supply side of coil: Cooling Supply Air: 0 I (.970 X 1.1 X 0) = Summer Vent Outside Air (0.0% of supply) = Return duct sensible gain: Return plenum sensible gain: Outside air sensible gain: Blow-thru fan sensible gain: Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain: Infiltration latent gain: Outside air latent gain: Total latent gain on air handling system: Total system sensible and latent gain: 49,438 Btuh 22,822 Btuh o Btuh o Btuh o Btuh o Btuh 220 CFM o CFM 72,260 Btuh 2,299 CFM o CFM o Btuh o Btuh o Btuh o Btuh o Btuh o Btuh o CFM o CFM o Btuh o Btuh o Btuh o Btuh o CFM o Btuh o Btuh o Btuh o Btuh o Btuh o Btuh o Btuh ~_'~"'~;UlWi"!w;W"'","'AY""""'Wiil"'!(""";&_";\!._';Jj"'''''''''''~$&~'''U"'''l::~''''~_'''$'im.~,'I;~,'''Wf,''''''''!!~"ii~J%;'''f,.q*,'''WJl\.?_il'J.I<j 1',:;~~BEV,' ",' ^,~"iiiliJ.~;'s@i:i'iff;4tflJlk~_!~'i?f.millW1~~~l'fl.~~)Bt~~~~~~~M{l~;ilir?~~~'.~~'%1?m;g}$,ff~J;il:;;;t~~~~~;,,-",,\;mi0ittA:z''4!ii1~i'1~;t'~"1Jt3~j{4 l'otai Air Handler Supply Air (based on a 30' TD): 2,299 CFM Total Air Handler Vent. Air (0.00% of Supply): 0 CFM Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 2,426 Sq.ft 0.9475 CFM/Sq.ft 0.0000 Sq.ftfTon 0.0000 Tons/Sq.ft 72,260 Btuh 0.00 Tons I Air System #1 (Carwash) Psychrometric Analysis j !ftl.~~-""''''''-~''li\iilijl!llfl.lftl~IlII"ili&"-. .' '. 'W%~"'~""i""""~''''-~";%'''''''''II'f'<'.w_''''''''''''''''f._\il_ :/.;l"~.",~: ,,'.t, -~H"'- """,_',._,' _<o'%l1'{t.~t~~%~)ft~;i :,--_,_,_"('~t~W~%:,7~D:~:\,~~~!J!ti'~$~~~*.>,._. "'~ Leaving Coli Condition 66.680 55.000 Draw- Thru Fan 0 0.000 0 Mise Load on Supply Side 0 0.000 0 Supply Air Duet 0 0.000 0 Zone Loads 0 0.000 0 0.000 1,651 Sensible Reserve 0 0.000 0 Zone Condition Return Air Duct Return Air Plenum Mise Load on Return Side Vent Air 0 CFM Blow-Thru Fan Entering Coil Condition o 67.559 o 1.145 0 75.000 0 0.000 0 0.000 0 0.000 0 0.377 0 0.000 0 75.377 o o 68.704 o ^" yJt,~'i'" ~ ;''' -- W 'M' Ii.' ,~ , .:i~'~1"~,""i!l'~4P_t*lf~ "",'",~W~~~~l(-q = = . = TSH = TLH = _.t"... '. ...,' ,.", ',Hn',., '. > _ ,', . ,<', (Barometric pressure of site I Standard ASHRAE pressure 0129.921) PR x 1 .10 x CFM x (DB entering - DB leaving) PR x 0.68 x CFM x (Grains entering - Grains leaving) PR x 4.50 x CFM x (Enthalpy entering - Enthalpy leaving) 0.970 x 0.970 x 1.10 x 0 x( 75.377 55.000 )= 0 Btuh 0.68 x 0 x( 68.704 66.680 )= 0 Btuh 0 Btuh 4.50 x 0 x( 28.835 - 23.541 )= 0 Btuh = 0 Btuh SUM = GTH = 0.970 x Total System Load iJ!m_l\ll,_'f_'~-""'~i\ll-""'-"~!\~~1i!~_"",,_..,~~1\\~im .~m:\- .' - "'--- _ '. ,-,' -, ''''h ..- ;1"- H,i~,~.-':,..~:".d'i~~!_:~H,-,,,',,__~m~~:~<<' Cooling GPM = 0 I ( 10.00 x 500 ) = 0.0 GPM Heating GPM = 72,260 I ( 20.00 x 500 ) = 7.2 GPM Steam Req. = 72,260 I 970 = 74.5 Ib./hr Dry bulb temperature: Wet bulb temperature: Relative humidity: Enthalpy: :"-':V~fJLrJ~~JtMi.~il~.i'l:lIt~tllJl_1lIIt.a~I;Wrw_l'Jt1;J%~W,~g![~1~It;~~f~f\~&;;:i';Y:~d:k~ 75.38 bry bulb temperature: 65.00 62.71 50.15 28.83 Btunbm bl.__,'-ili: "<_, ,. .'"_____.._fii'!J!J,~!&II1"'"',mW'1Fl"'m2!.'."""""'_..__~_!,,'jjj;1I1"ii\\\ltllfg;g",v',iJi"""li:l!h'll'il)'" ~R~~~w,g;iJ.~~~td~~~.;~~K\f~d\1~__~"~~~~~~~(.1f~fu~1'#~*J~UMiih$t~ Dry bulb temperature: 55.00 Dry bulb temperature: 95.00 Wet bulb temperature: 54.84 Relative humidity: 99.05 Enthalpy: 23.54 Btunbm CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE S.E. PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE ProjectName_~,,\,,)\~ -"z,1? ~bt?JS. Location ~ tA~. Mlo..l. I . . SPECIAL STRUCTURAL TESTING AND INSPECTION T4 "i~ "t"A :L I I Assigned I Firm (4) ~ I Specification ' Section Article :;~j~ t="...~t; ~$;-~~- I coNe. M;-9', ~ VAu.Jc-Of-~~< Description Type ofInspector (3) Report Frequency Notes: This schedule to be filled out and included in the project specification. Information unavailable at that time, to be filled out when applying for a building permit. (1) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code. (2) Special Inspector - Technical, Special Inspector - Strucural. (3) Firm contracted to perform services. ACKNOWLEDGMENTS Each appro-41t ~ftative shall sign below: Owner: 'fJ), 71. Firm: 1Sw.\~ ~\P t>~ Date: '7 -1...- O~- Contractor: rr-,W r Firm: it-\I.llt. "tt4P ~TO~ Date: 5 ., 2. - 0"- Architect^h~~;.4~_ Firm:I..Mt~~lr. ::\ Date:~ lO,OC; SER: ~~ Firm: AhtL>uI. JI dSN~'#u Date:S"lzlt':>~ i~~:~vU";;..~ ~:::~[iItoOO~R"Te,:. ~:::: '5';'210~ SI-T: Firm: Date: TA: Firm: Date: SI- T: Firm: Date: F: Firm: Date: F: Firm: Date: 'The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side of form if necessary.) Legend: SER ~ Structural Engineer of Record SI- T ~ Special Inspector - Technical SI-S ~ Special Inspector - Structural T A ~ Testing Agency F = Fabricator ACt/) the uil 5)3i<; / Date 4715.2110 TYPES OF DEVICES REQUIRED WHERE AN AIR GAP CANNOT BE PROVIDED. 1 Only allowed where ~ no back pressure ,,\'1> is possible '". . .j DCV 8~~ Hose RPZ IAV DCVA AVB VB A. Boiler, other than one- or two-family residential X B. Boiler, one- or two-family residential X X C. em- WH~h X X, X D. Carbonated beverage machine (postmix) (see part 4715.2163) X E. Chemical line X F. Chemical tank X X X G. Chiller X H. Cooling tower X X X X I. Dental units (separate assembly required for each unit) X 1. Dishwasher, commercial X X K. Fire sprinkler system' X X X L. Hush tank (water closet, urinal, similar) (see part 4715.2150) X X X M. Hush valve (water closet, urinal, similar) (see part 4715.2150) X X X N. Food and beverage equipment or system .X X X X X . O. Garbage can washer .)t X X P. Glycol or other antifreeze system X Q. Lab equipment X X X R. Lab faucet X S. Laundry machine, commerciat X X X X T. Lawn, garden or greenhouse sprinkler system X X X U. Operating, dissection, embalming or monuary table X X X (see pan 4715.1950) V. Private potable water supply X X X (where pennilled by administrative authority) W. Private nonpOlable water supply X (where pennitted by administrative authority) X. Process line X X Y. Process tank X X X Z. RV dump station X X X X AA. Sewage treatment X X X BB. Soap dispenser X X X X Cc. Swimming pool, fountain, pond, X X X X baptistry, aquarium or similar DD. Threaded hose connections, including: hose bibbs, X hydrants, service sinks, laundry trays EE. Truck fill X X X FF. Vacuum systems or aspirators X X X I For installations not listed in this part, review with (he Administrative Authority. 2 Installations must comply with A WWA-M 14, chapter 6 (1990) except that the following statement is deleted from section 6.3: At any time where the fire sprinkler piping is not an acceptable potable water system material, there shall be a backflow-prevention assembly isolating the fire sprinkler system from the potable water system. STAT AUTH: MS s 16B.59to 16B.75; 326.37 to 326.45 HIST: 15 SR 76; t 9 SR 590; 23 SR 686 49 CITY'S COpy Sample Structural Calculations Pylon Sign Foundation - Kwik Trip Prior Lake, MN ~~@~O\TI~-\1'\ \ill JUL 2 2 Z005 JJ Prepared by: By l- ARNOLD AND ~'IOISHERIDAN INC CONSULTING ENGtNE /. < ~ b~ 1r- ' 0~ '-= ~- tr- ~~~/ ~~'-'O') ~ fn ~.. .;) Date: 07120/05'( o..-u.-. .A""). ,'. ~ ~~. AiO Project Number: 050b.s/~ \.....-- ~ II II Deming Way Madison, WI 537 I Phone: (608) 821-85 FAX: (608) 821-850 Separate permits are required for Plumbing, Heating, Outside ater, lectrical, etc. Table of Contents: Foundation Design Dwg p.A Wind Analysis p,1-4 Round Pier Design p.5 Square Pier Design p.6 CITY OF PRIOR LAKE BUILDING PERMIT PLAN REVIEW '.EC'RlIt ~ ~ ~~ 7/~4>~S' PENlTNO (S-.c7S''Z- o /tCCc.. .~ASSUBMITTED 1Sa:AC~':I' ....' WITH CORRECTIONS AS NOTED o NOT Nhcr I c:v-CORRECT & RESUBMIT n..4lQ/lIMo~ _.,... ~1Io...lIIlbL AI WDIk.... be done IIlU _...._.... ~ bulking & JIOI1ilg CXlde .. q.k. l_.~..... nat ....~ natId In lIliI...... "'lHI8 PlAN SET ON SITE AT AU. TIMES. SPI: .. PROFESSlQHAj.,J;~!31N~ER--. . --. Ihereb-Ycertlfy that thiS plan, speCification.. or report was prepared by , ~nd~r direct -......'.,'''1 -r.... .~:::+ I culy L _e $UOc, ~ ';:11'-' '" IV .1:.... "" f th Pro&ess'cr.a! E~gir. r u er th~ ~ c e State Ol Mirreso. . CARL N FIN Slg"ature: . -.1 L',cense # 42448 Date: '1' Call Gopher State One CaU before excavation 454-0002 \' ,""'n;_ ..10 'uc 1~ ARNOLD AND ."10 I SHERIDAN INC JOB NAME, CONSULTrNG ENGINEERS JOB NO, I I I I DEMING \/YAY, MADISON, VVI 53717- 1953 TEL_: 608.821.8500 FAX: 608.82 I .850 I ENGINEER- ~C~""'l . 16G Z= (~I'I) · 'I-l1N?~p "IO,...t '~~'e! , -\r}.~~ I / (F) KWlIL-1'flIP - fttOfL L~ Mr-\ , ---..-- \ 1\\'1')" d.<:. P~S/G01.s ~t r'...~c ~ Fou.cw 1\<:.1 ":DV3\e, I Ff;lI.lt I '" : ~M A~\S t:e b; ~ Cl'>ol ~S '" -~ { 11 1 ~ "c \ (s:) 1~1#.'~t:~ -.zull .. ,E - -+ Illi~ = ;.: [- J. :;: \f<<:M.I.lt:> Pt 6l.- 0f'Wl..\ ., \I ___~o t,,~ ~ I:' !'Ie; (t.al"'l" ,;>>;.)1 . - - - . (4-)~ 'ffi1;r ~ <It"S~ I\! 112>"9<0 (.. te~) . :: \1' <;/;/ . CIq.;-, 'T~' .. N\ \II -it ~ -II 4_,__ ---- , , ) I I' ..-----r oz-\? P\ ~. , " j ~ , -~ DATE SHEET NO, , / ~' ( 1<"1'1\(6<; -~~~ _____~t().t-l. ~ V t~~ _ t.A~e 9tCoJ ~. =~=- I-.:::!~ \\1rE : -m. ~W' ~ , I I --I '-';- .ie~,~ .J\.<J ~,CQ>e.~ ~c%>'.'\ "au- " ~ 116'> ~TI~ \lro.L(~E:Te,p) ....--::..- ----- \. ___-31.(..~~, /i ,; CD Project Name: Kwik Trip Location: Prior Lake, MN By: A&O Start Date: 7/19/2005 Comments: .. IEngineeri nglStructu rallCalcsl071905sig n calc. wls Kwik Trip July 19, 2005 G) Local Information Terrain Exposure: B Basic Wind Speed: 90 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures Copyright@2000 SDG, Inc. Page 1 of 3 KWik Trip July 19, 2005 G) Sign Structure Structure Category: II Sign Dimensions Width: 12,0 ft Height: 11.0 ft Support Dimensions Number of Supports: 2 Shape: Square Minimum Width: 0.6 ft Height: 12.0 ft Sign Openings Area of Openings: 0,0 sq ft Percent Open: o % Sign is Solid Wind Loads on Structures Copyright@ 2000 SDG, Inc. Page 2 of 3 Kwik Trip July 19, 2005 B) MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction Normal to Face I z (ft) I q (psf) I G I Cf I Af (sqft) I Force (Ibf) Support Calculations 0.0 -12.0 10.1 0.89 1.83 14.40' 236.9 . (0' ,MoT" ~ \~'l, ,-. Sign Calculations 12.0 -15.0 15.0 -17.5 17.5 - 20.0 20.0 - 23.0 10.1 0.89 1.20 36.00 10.6 30.00 11.0 11.4 36.00 388.3 339.6 352.4 438.3 * 1~,S,' ,v..r . l?2.~e,"" .. 110.'2." ' Moor t ~'l.S' .... ~ \!l.'1.,~ /..\pT .. 1iioGe> ,'1t .. Zl,~ . M..r t qcft1 ,... 2'0"2.02.. ,-( Keor ~. \j &w.6' 11 sr;; i" . total area of supports N...... IA" < 18-zc.'''' , ~ I '''WI 11.,~ ' 1".1)') ~~ kJ-.t.~ f1pvr'" ~(C:J : V'11~ /z~lh /4~' '2'2<>41/f3<n.1ttJ 9hr~ (lrtJ.<lv.>'I'2":l.) :. i\/<\-.~ ~€UFi"'\) IS \{c'\Uf ~d:lu.A'IT M z tf>'202,-1> / 1- ~~ ~ \~IOI H~ ~,~ I-Ie'{ (J)).%' 11,1r(.Q..ol.,~ <;tc.N t! (41!i'", f Q I o' ~l. -61. . U1It'f ~ . - 1~\O\ (t7.-"/i,/IDkUA<- \~"t"21 T~01oJ c ~loo /~ \imx CA1>;"~1'1 ~ "J ~1. .. \:"2"$.... (-Z'Z~)' 'Z.1~ I.lM. ~~~~~~4-\.o\..~ ...~ --- - :,~, Wind Loads on Structures Copyright @ 2000 SDG, Inc. Page 3 of 3 Title: Dsgnr: Description: Job # Dale: 3:46PM, 19 JUL 05 @ Scope: Rev: 580002 User: KW-0605790, Ver 5.8.0, 1-0ec-2003 (c}19B3.2003 ENERCAlC Engineering Software Pole Embedment in Soil Page 1: t Description Circular pole with Point & Uniform Loads I General Information Allow Passive ,.----- Max Passive Load duration factor Pole is Circular Diameter No Surface Restraint 250.00 pel 1,500.00 psI 1.000 Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2,2003 NFPA 5000 36.4.3 I Applied Loads... Point Load 1,755.00Ibs distance from base 16.070 ft 30.000 in Distributed Load distance to top distance to bottom 0.00 #/ft 0.000 It 0.000 It . Summary , Moments @ Surface... Point load Distributed load 26,202.65 It-# 0.00 Total Moment Total Lateral 26,202.85 It-# 1,755.001bs Without Surface Restraint... Required Depth Press @ 1/3 Embed... Actual Allowable 8.000 II 661.02 pst 663.02 psI ~ ~\;> ~ ~ 6~ ~0\lJ\ .. l.C.O~-Qi,"IO ~ ~ IIv I 1;',,-. tic.. ~p, Rev: 5B0002 User: KW-0605790, Ver 5.6.0, 1-Dec-2003 (c)19B3.2003 ENERCAlC Engineering Software Title: Dsgnr: Description: Description Square Pier wi Point Load Pole Embedment in Soil Scope: I General Information Allow Passive ) Max Passive S Load duration factor Pole is Rectangular Width No Surface Restraint I Summary I Moments @ Surface... Point load Distributed load Without Surface Restralnt.., Required Oepth Press @ 1/3 Embed... Actual Allowable ~ 250.00 pel 1,500.00 psI 1.000 42.000 in 28,202.85 ft-# 0.00 6.250 It 514.99 pst 515,76 psf ~ oN ~~ l'2..5fOll-:! ~ ~ ltJT\i'\U"~ ~ . Job # Date: 5:01 PM, 19 JUL 05 @ Page 1: I Code ReI: 1997 UBC 1806.8.2,1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 I Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral 1,755.001bs 16.070 ft 0.00 #1ft 11.000 ft 3.000 ft 28,202.85 ft-# 1,755.00 Ibs DHL: Prepare a shipment: Print waybill . ! l:ll ;= !":' -';;) r- ~ ~ '" ~ - ~ .... ... ... .... Ul .... 1 - ~ - m <"'0 <== :J:Q) )> '" ! 15' ;:! r- !t C :I: .... i a I ! ~ i i Jl '" l!jr- !ill 0' .... ~ IJ " I ~ C:~;l;"C"l ~~g!: ClJm!ll:s' ~pfi{ iTllC"l ... lIl....i~ i .... .. ... ....,. "'< .. roll ~ lniU <- c:: C5V ,- ""lniU ",,= "-' c::s c::> E'f, lniU ~ C== ..:J Page 1 of2 ... c::o...........! . ~z~c..\; gJ~~U I: ~~"TI u.' :!::l1o III rn~i:l ~ ....m!!! = ~o'" C"l ~ ::0 I) ~ I !. ... ~ m >< "'tJ ." ~ f ...:a. .. - ...:a. <ni ;I; Please fold or cut in half DO NOT PHOTOCOPY Using a .:, .:. .._" could delay the deIi_y of you( pack_ and wi resulln ~ shipping ctwll" 5ENlER'S RECEIPT 'Waybl'lt. 271,)~~r.:J1L T.ci'y ori>riJ: Lake 16200 eogle Creek Ave SE Prior LaIj!. MN 55372 UMTED '" I A TES .a.tIeI1lon To: AlIn: BernIe Phone#: ~:r T. Jensen 608-781.1450 Rote e_: P1.:__). [_'_'J, ':...~:., . I!'/eight(los.): 0.: .' '''''.. ,..: (JI (JI-o l5'1Il o ..... W!!!lA~ -...18 ~ ~ L ~1J "i! 4.59 Not Required Letter Leller OxOxO ~Ret Job #51926 Service Level: Next Day 12:00 (Next business day by 12 PM) 5pecI8/ Svc: Dole PrIrted: 7121!200S Ell"". .,To: Sender Ell To Ac<:t: """"""oW.> DHL Signature (opllonan Route Date Time For TraCKing, please go to www.dhl-usB_colTlor call 1-800-225-5345 Thank you for shipping with DHL https://webship.dhI-usa.comJshipmentdocumentsllabeldoc.asp 7/21/2005 CITY OF PRIOR LAKE 16200 EAGLE CREEK AVE SE PRIOR LAKE, MN 55372 (952) 447-4230, FAX (952) 447-4245 RECEIPT # 49525 DATE:~ OJ - R,","'" of ~fi./'>lY1J€- J1;' n a-u. the sum of VlP..- ~J fU/ld .5f!,uen ~ <5V}UV . dollars , for the purpose of l#f4h pM~ ~c\--d7 ~ OS--B?_ $ l (J/7.c 7[) ''/ ' (- fj;O CJ\ . \t\rY >" { '\ ~& S,U >f0b Invoice # ~(}::!::m"~~ :.'.;,...."...."".. '." '," .:. J.Ii<. PAYONl-~~ s~~~"\a..rs........- ~ $ )/On,S:-O PAY TO THE OROER OF _l, e.:..~ o.Q'"?~\O' ~o...><::.€.... .A Associated Bank ~ LA CROSSE, WISCONSIN 54601 79-571759 ~ I 1I"050B"I&.II" 1:075"1005751: ~~~:1 0~:1 tl"lll" ~LACROSSE SIGN fti:/ P.O. Box 187 . 1450 Oak Forest Drive' Onalaska, WI 54650 (60B) 781-1450' FAX (60S) 7B1-1451 ;- " J1. I ,4 ;Dli CORRESPONDENCE DATE 7-/2-()5 TO: Cf4 (/.(: 'idOl' late , ...; ATfN: 7J7sJ:)ecf/ons /21/1elle FROM: /0/11 @ Lc;(]osse.sian ~ RE: FAX # # OF PAGES INCLUDING COVER SHEET: SPECIAL m"",,,JCOONS; ,.&k,Pd.' 7Jrh1lf Aj>'ps@ 1(u/}~qJ:1 /I/~/'/;1Is /?f~ 3111thj /)rmd ~J? . . Sit' 7>/1;11 ,5~I.,};Y' /Cl 'Jef#tf{'K..f;r I!"~ ~;ei;";Hm'"h n -/ ..J/~3 '~h~ :boU/lry .\ho.w~'fJ~n,,-kr~: . 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FAX (608) 781-1451 CORRESPONDENCE DATE: or/5-05 TO: r: 14 (1-/: ''1li'JY l.a~ -' AnN: :Z;;;sP€cfirJi1S FROM: 101'>1 ~ iq(Josse :sio17 -> RE: FAX # # OF PAGES INCLUDING COVER SHEET: SPECIAL INSTRUCTIONS: . .Hl('/r;sed:~rmlf A,Df>:r{&! KI.tIIKTnp-Afyt:t,,,/OIf,&,,rlii/;J!o-li!fh II a/lis inorleypf,..f}seC'{J1I IcI/ kr o/71t7U/il , . 5/9115 Io~ &/1 .~ Ehf'(;ncp IlII r'lll'fL/J1sh, .r Me~ tiYe InCidenfal. X wac,. ho{St/Ye hl1al V/JtI tr/oulrlelassi.,( ~e keJs.kJ {jrlW.s~ , ~ LSiah, So I 0f'hf-ihtiPL7k/'c~/iJ/7,r - v ., ~/)iredanu (()tteJfiMS ovCOh('f'ms-ltJ.' IOh? (}QI1e.. ~ ::~ lliANK~~~ .~~ PLASTIC & NEON ELECTRIC SIGNS' COMMERCIAL SIGNS' THE FINEST IN HAND LETTERING:. KW'K TRIP '" - Kwik Trip, Inc. 1626 Oak Street. P.O. Box 2107 La Crosse, WI 54602-2107 Phone: (608) 781-8988' Fax: (608) 781-8950' www.kwiktrip.com ''To serve our customers and community more effectively than anyone else by treating our customers, co-workers and suppliers as we, personally, would like to be treated. " ! S',. r~ (ie', [c; rr\, f1 r '.:i.' fi:0.~ !!!)t'=c. -. C' :,_ '__'."P)) ,;,J ! ,: JLt 28m July 25, 2005 ~; \ Ms. Danelle Moore CITY OF PRIOR LAKE 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Dear Danelle: Pursuant to our recent phone conversation, this is to confirm our agreement that in the future, Kwik Trip will not add signage to the original sign that will be situated on the property located in Prior Lake, Minnesota. In the event Kwik Trip desires to add signage, we will go through the formality of completing a sign permit application for your approval. Thank you. Very truly yours, Ph fl/ Bryan Novy Store Engineering ffl on I 'N Jl... -me.. ~A.\. . ~2)(1/." WEB STIFFNERS BOTH SIDES 1 Ice BRACES AS REO'O 2,,/.- WEB STlrFNERSJ B01H SIpES ,ce BRAcES--/.. AS REQ'O. . ~ ~ ~ ; I'] ~ ': ',,-(.) 3/4', A325 ~B" 1:'-.-. t 20 GA. GAlV. STL ~,~.s. BOLTS - ~FASCIA GlJTTER . PREFIN. WHITE POSITIVE STL ORIVE CLIP (HOT OIP GALV.) o EA. PANEL RIB WELDED ALT. SIDES OF BEAM FlANGE I 'C1 COLUMN IS 12k"12d;"- I I ' _ .___ ,I.____J 20 GA. GAlV / .... WHITE ci~ PRmN. n J1 _ _ '-..'" so DOWN GUTTER _ yr-- (to REO'O) SPOUT I \-\ --- - STL P~1 '''''~ .~~"' WHITE 0 :'f~~ ~~~ __1")0 4'-9~ 7'-9~ 3'-6~ ,'-0. ~ ~F CANOPY I SYMM, ABOUT I[ I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered ARCHITECI' under the ~ofthestale / ....l.AfNNF.~OT ~1.T.s. , CD <;e6 c.,Al-bpy ~TROCTO~~ ~ A~'5UL,CO~~~. CANOPY CROSS SECTION ~ ,8 ~ YQur Guide to' Fire Retllrdllnt Treated Woad Introduction Product Specifics Recognition i \1~V~~E ~_,.r- ---.... . ., ... . Properties Dricon fire retardant or Dricon FRT wood complies with or has been granted the following: II(-!.~~II~~,I , lNnoOlt I ........ WOOD / / ~.~<:--"/.,. Warranties Resources -AWPA C9, C20, C27, C31 -AWPA P17 (FR-1), P5 -AWPA U1 (UC1, UC2, UCFA) -FR-S for lumber and plywood -Class I I Class A type A flame spread -ICC-ES Legacy Report NER-303 -NFPA 703 -EPA registration (62190-9) -UL Building Materials Directory -UL Recognized Component -NYC MEA 199-81-M -NYC MEA 200-81-M -Factory Mutual Class I Roof Deck -City of Los Angeles (RR 25122) -FHA Minimum Property Standard #2600 -HUD Materials Release (1261) -ASTM D 5516 & D 5564 -MIL-L-19140 QPL Standards & BUilding Codes What's New Other Arch Products Home (All are subject to revision, re-examination) Home .: Arch Wood Protection, Inc. Copyright ((;) 2004~2005. All rights reserved, ." Your Guide to Fire Retardant Treated Wood Product Specifics International Building Code ;- -\1f,lIUINE ' 1 ~~- I 1/- I_~*! I - ~.",_.~. _ ! '\ lNnOOIr / ..'... WDDD// ~',~--,::..../ Int~oduction Properties 2000 Edition, published by the Internationai Code Council, Inc. Warranties Standards & Building Codes Uses 1. Noncombustible types of construction: Untreated wood is not permitted. Fire retardant treated wood may be used in specific instances. Resources What's New Criteria Other Arch Products Section 2303.2 requires that: Home Fire retardant wood shall have, when tested in accordance with ASTM E 84, a listed flame spread of 25 or less and show no evidence of significant progressive combustion when the test is continued for an additional 20 minute period, In addition, the flame front shall not progress more than 10.5 feet beyond the centerline of the burners at any time during the test. Fire retardant treated wood shall be dried in accordance with AWPA C20 to moisture content of 19 percent or less for lumber, and 15 percent or less for plywood in accordance with AWPA C27 for wood structural panels before use. These same requirements are found in Appendix H of the Use Category System. Design values for untreated lumber and wood structural panels shall be adjusted for fire retardant treated wood. Adjustments to design values shall be based on an approved method of investigation that takes into consideration the effects of the anticipated temperature and humidity to which the fire retardant treated wood will be subjected, the type of treatment and re-drying procedures. Fire retardant treated wood shall bear the identification of an approved testing or inspection agency. Where fire retardant treated wood is exposed to weather, it shall be identified as "Exterior" to indicate there is no increase in the listed flame spread index as defined in Section 2303.2 when subjected to ASTM D 2898. Where fire retardant treated wood is exposed to humid interior conditions, it shall be identified as "Interior Type A" to indicate that the treated wood has a moisture content of not over 28 percent when tested in accordance with ASTM D 3201 procedures at 92 percent relative humidity, Applications Type I and Type II Construction Fire retardant treated wood shall be permitted in Type I and Type II construction in the foilowing applications: 1. Nonbearing partitions where the required fire-resistance rating is 2 hours or less. (See Section 603.1, Item 1, Sub-item 1.1.) 2. Nonbearing exterior walls where no fire rating is required. (See Section 603.1, Item 1, Sub-item 1.2, Also see Table 602.) _.='t Note: Shaded areas indicate permitted uses of FRT wood. 3. Roof construction as permitted in Table 601, Note c, Items 1 and 3. 4. Partitions dividing portions of stores, offices or similar places occupied by one tenant only and which do not estabiish a corridor serving an occupant load of 30 or more may be constructed of fire retardant treated wood, I-hour fire resistive construction or of wood panels or similar light construction up to 6 feet in height. (See Section 603,1, Item 8, Combustible Materials in Types I and II Construction.) Type III Construction Fire retardant treated wood framing complying with section 2303.2 shall be permitted in Type III construction within exterior wall assemblies of a 2-hour rating or iess. (See Section 602.3) Roof Constr"'f;tion / Nonbearing Exterior Wall Panels or Exterior lfUalls Type IV Construction Fire retardant treated wood framing complying with section 2303.2 shall be permitted in Type IV construction within exterior wall assemblies with a 2-hour fire rating. (See Section 602.4) Roof Construdion Nonbearing Exterior Wall Panels or Exterior Walls Roofs in Type I and Type II Construction - Noncombustible (including supporting beams and joists) f\ \ \ r \ Low.st Y~.mbor FI()Qr - \1-';;t:rminin9 Dlstl!!lnc@ Except in Factory-Industrial (F-l), Hazardous (H), Mercantile (M), and Moderate Hazard Storage (S-l) occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire retardant treated wood members shall be allowed to be used for such unprotected members. (See Tabie 601, Note c, Item 1.) In Type I and Type II construction, fire retardant treated wood shall be allowed in buildings not over two stories including girders and trusses as part of the roof construction. (See Table 601, Note c, Item 2.) Roof Deck at Fire Walls in Combustible Types of Construction FireJParty lJUi!l11 Parapet reqyired exc.pt as shown below when m,,\,,,, I Fire walls shall extend from the foundation to a termination point at least 30 inches above both adjacent roofs, except: A. In buildings of Types III, IV, and V construction, walls shall be permitted to terminate at the underside of fire retardant treated wood within 4 feet of each side of the fire wall where both buildings are provided with not less than a Class B roof covering. (See Section 705.6 Vertical Continuity.) B, In Groups R-2 and R-3 as applicable in Section 101.2, walls shall be permitted to terminate at the roof sheathing or deck in Types III, IV, and V construction provided: the roof sheathing of deck is constructed of approved noncombustible materials or of fire retardant treated wood for a distance of 4 feet on both sides of the wall. (See Section 705.6 Vertical Continuity) Interior Finishes Interior wall and ceiling finishes shall be classified in accordance with ASTM E 84. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke-developed index. (See Section 803.1.) Class A: flame spread 0-25; smoke developed 0-450 Class B: flame spread 26-75; smoke developed 0-450 Class C: flame spread 76-200; smoke developed 0-450 Interior wall and ceiling finish shall have a flame spread index not greater than that specified in Table 803.4 for the group and location designated. Dricon fire retardant treated wood Is classified as a Class A material as noted in the "Criteria" section. Combustibles in Concealed Spaces in Types I and II Construction Combustibles shall not be permitted in concealed spaces of buildings of Type I or II construction, except for fire retardant treated wood complying with Section 603,1, Item 8 and for fire retardant treated wood which meets the criteria of Class A interior finish materials. (See Section 716.5, Item 3.) Home .: Arch Wooel Protection, Inc. Copyrigtlt @ 2.004-2005. All rights reserved. KW.I'K TRIP ~ - Kwik Trip, Inc. 1626 Oak Street. P.O. Box 2107 La Crosse, WI 54602-2107 Phone: (608) 781-8988' Fax: (608) 781-8950' www.kwiktrip.com "To serve our customers and community more effectively than anyone else by treating our customers, co-workers and suppliers as we, personally, would like to be treated. " Bradford G. Fry, P.E. Store Engineering Phone: (608) 793.6414' Fax: (608) 781-8960 E-Mail: bfry@kwiktrip.com . www.kwlktrip.com 6 j,,, /oJ/ , ~I l11hrc'~ ~ ~f& L-1fL-L wi I'frvc- tt+E- '7h'wl..+V>l..4v '?/("N Ftfb -h1\J 4 IX lJ H, ~ 1\/,5 r - I~ 0 IT! [E I n-:i !(I,J' MAY ! S 2005 L_'" I Ut}/... Co.) 1-1<1.(16 /\IS Sample Structural Calculations for Kwik Trip Sign Prior lake, MN Prepared by: r---- --'-..--..----.-- ,i : ;'] -;;1- r--, ., t=r 191~:"!~. .._---_."-~ 1- ARNOLD AND ~'OISHERIDAN INC CONSULTING INGIHEERS 1111 Deming Way Madison, WI 53717 Phone: (608) 821-8500 FAX: (608) 821-850 I Date: 05/12/2005 ASO Project Number: 050 L ~ g Table of Contents: Seal: Structural Details Structural Calculations p.1 p.2-4 ~ROFESSlQNAl ENGINEER "'"'"':---_. I nereby certify that this plan, speCIficatIon, or (eport was prepared by me or under my irect $upe-..'isi:n and tr,at I am a duly Ll Pro'ess'ccal Erg'neer under I e State c~ rAnresota. CARL N. FI~K S!gnature: Date' ~-Il. -O~ License # 42448 r 'r~ ARNOLD AND .'G 0 I SHERIDAN INC , JOB NAME 1'- HJ II'- 112./ P -511;, AJ CONSULTING ENGINEERS 01 I I J DEMING \NAY, MADISON, 'All 53717-1953 TEL: 608.821.8500 FAX: 608.821.850 I JOB NO.: ENGINEER: DATE: SHEET NO,: KWIK TRIP PRIOR LAKE, MN (i ',~,- bES/~N ~t","al.4 :r8c.. ZDoo (,..,/V) Wt"'4 S,U4 .::.'9t> ..,PH WIIII4 ~~~- ~ 8 4'-6~ 1. " 5'-6~ .r 7:' I ,;" Ct,uc.tE1'~ - P'c.~ ,sCOOp.$L ,'E4~ . ~"" ""S"-4M6~(,l'J ~Tl4 iW#,5- -~T"" _~~ t:.L8 ?LA't~ - A-StNf-IfI(, 41\1CJt4t. - 45,,,,, -If-.JJ. ~Ttf\CESAM 4'-4" X 5'-8".. 24.1 so. fT. PlllCEFACES Al!E5'-S" X 5'-'". JO.7SO.fT ~=~T~"-e"X'l!-~-,~ i~ /. ~ {t:.t>t.III&4N ro allS6 il 0"'1." eEuw,u~, M[SSAG[CENTEl'ISCIlEENO_ ,)'-,. X 7'-5" t,lESSAQ:CENTElllOTAL_ u.L.m...fI. '+1 . ...JQTIII..-.SQ JL,.... ,Jl.Z.a..p.m.sm,_ -= " .0' ~ ~._;;J .~ !l- ......"1'-t>" . .... . H. ~I ./,I'A''''''' , II Lotf'l- I I!.'i l ' 'B~'~o''''~ '(){)()~~ (J @HSS 7Xt,)C '/tit ~LII"" 4)1 B4sE i:l ~")C 1I!')4/." wI ("t) 3/.," d K'" '(IE'" lte.4 4 J' A AJLHot Q.~r.s w/~lAr W~\..b~ To EA.4B&')l)G4 EH/:). At.JCJfcR ~/)L.TtI ~ 4r /fI11",lt Hz" ~AT"rFL.AJ, @ FooT'll,,""- I ' 11~. ~/_ L K JLOll w JC",t.t>'" bf~'" "ElaJ' l4J/('f) #~ l.w-r~tt D~, IAJ/(I.#ID sw raPt 8or. Z- Project Name: ,"",Ire T t,p S 1(.11 IL' ~' COLc.t.....J befit iA '" s.,.~ Z3.Sfi' )'I'., '\;.. 9.,32.. i...J ~.t.1. ''1~) -... r'k.:!. MLL._ '3,S8c-"*~1~Y"(ms) .1[6. ~(t..'10Qd) 14;..1'L'/' r , sr' .. ICIO )l._ ~ 1~ lASE ,~) HSS7)c'11C1f1- Sjr:aa.z,....1 X,. ~ 98.8,..1 /2.' "<I- 7 oS' @ / ,.S' ...- 12'7 @..1+oSf ..- ", @ "I 1- 2.0," (!..."1' " V;SAsE. ~ 182.fJ#- :::- 2.0"...777+11.' +'7tJS" ~ ." ZJS!oFHf 2IlG.t'f)"")('H)+I1.'(I'f~) ,... '0S7,'.....\ i :('_\It I {'If ~TJ.Jr. i I 'Ill;tj 1:0: t'I' <1'lS';. V;./,Sz,... . ().'3t W::;..,'io.~I~l:l)oL..IItJtJO ,(4;'--'- .. _, 'N = '.fl- r.,. 2.~,Sl.i )&/L :. '7.fS't 1.:- J' z..ll"~)(fJ~t) W :: .U~/i-ii I.ISE.. W; 4.1/" J3c)U;;5 ~S6.,.=.P4tl<l..s1 V-M, 't,.,Jl tl.J TAlI: I.f~ F.$dr':- Jot, )/.S'~~4.1 ~..~ :t.of.s'<->>IU=- ~.5k.,'" ~::. ~~.A;'-/ua"""" ,j(,. ".l ~ f...~'iIf)H.s:l.") ~ . .,~u.\ - ,9.3 't!(11)^..t:"(~\ ,. .:n '. .., <E \. f..::;!P -bp':'- oilLlf.t~/2..IJ)C/Z.~ .l~-~;" l.ll...~t: ~a"-J R~~ fLlT€ A J Il." ,\ May 12, 2005 ..3 Sign Structure Structure Category: II Sign Dimensions Width: 12.0 ft Height: 12.0 ft Support Dimensions Number of Supports: 2 Shape: Square Minimum Width: 1.0 ft Height: 8.0 ft Sign Openings Area of Openings: 0.0 sq ft Percent Open: o % Sign is Solid Wind Loads on Structures Copyright@2000 SDG, Inc. Page 2 of 3 May 12, 2005 1- MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction Normal to Face Iz (ft) Iq(psf) IG ICf IAf(sqft) IForce(lbf) Support Calculations 0.0 - 8.0 10.1 0.89 1.43 16.00' 205.7 Sign Calculations 8.0 -14.0 14.0 - 15.0 15.0 - 20.0 10.1 0.89 1.20 72.00 10.1 12.00 11.0 60.00 776.6 129.4 704.9 . total area of supports Wind Loads on Structures Copyright @ 2000 SDG, Inc. Page 3 of 3 --~---------,~",-----~----'---~""---"-~'-"'--'-"-'--_._----------~~_.."--_..-_._.,.. D D D D DLARSON I]ARCHITECT . 300 N. 2ND ST. #225 LA CROSSE, WI. 54601 Date.Jrl>t2. 2<;' 6c::1 Re: K"'-' l K T12..IP Job: ~rr To: ~ FAX: 6\JGlC\S6.D fEiR. '/tXf? Rt(~JQ-;r .AR.~ <3 ffiTs ReOt6eb bVJbS - '1- MV5 Oe.ibl~AL. A12.GIt <J1. STf<.OC,T: c6g.T$lCl5J"{~~. I \~\lS i Mo12...6 PAGe> dF WCE3 taYS1)J<f yJlL.l, to'" AX At.L IN Ttt6 M01211l!JG . mE> c~jbf>Y 6l'PJ\11A.G)6 6}.lc--,U::Sc.D Copy: r ~ 300 N. SECOND ST. #225, LA CROSSE, WI. 54601 Phone 608 - 784 - 6808 FAX 608 -784 - 6599 CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL ?ULT~IT PLAN REVIEW LltECKLIST Project Name: f....v, L ( j2( P \ Job Address: I. CLASSIFICATION OF BUILDING: B. Type of Construction (Table 5-A) vt iff}, uJi\S l ~ J-P; Vf> A. Use of Building Srcl<E- 1. Occupancy Group (Table 5-1) Occupancy Separations (Table 5-B) X6 H ~ M j1S 2. C. Location of Property Front Rear L. Side R. Side D. Floor Area 5 I Actual-AB;C::: _ C 4501'> vJ 1. 2B05 2. Allowable (Table 5-C) ~i)C.f-t.,.c. V)(i'l'f ',-- h C~D..J.' /~ " h<.<..' :'~-'1 ..JjI'n:.s. ___' AI'" /).A. ~ f'C11:14f'-'/~"-. 3. Area Increase a) Open Area (505) b) Sprinkler (505.3) c) Multi-Story (506) 4. Mixed Occupancy Calculation = E. Height and Number of Stories 1. Actual: Stories Height 2, Allowable (Table 5-D): Stories Height 3. Allowable Increase CITY OF PRIOR LAKE DRC PROJECT REVIEW CHECKLIST DISTRIButE "":0:1'1-- APPLlCATIONFOR:--1 i :~;~~ ~~~~:ner : ~~:v~~~~~::tonTI-- ~~~;;:~:~~~;~~~nD::::~---~ . Chris Esser . Larry Poppler '. Conditional Use Permit ' . Bob Hutchins . Fire Chief 1 Home Occupation . Jane Kansier . Bill O'Rourke Rezoning . John Sullivan . Site Plan Preliminary Plat PUD Amendment Final Plat Variance Vacation I PROJECT NAME: I APPLICANT: I PROJECT ENGINEERS: I CONTACT PERSON: I PID#: LOCATION: EXISTING ZONING: I COMPREHENSIVE PLAN: I PROJECT REQUEST: . . DNR - Pat Lynch County Hwy. Dept. MNDOT SMDC Mediacom Cable I Date Received I Complete Application Date I Publication Date I 60 Day Review Date 1:104 file5104 cup's\kwik triplreferral.doc KWIK TRIP CUP AND SITE PLAN REVIEW I An application for a Conditional Use Permit and Site Pian Review for Kwik Trip (Motor Fuel Station) on a commercial site located at the SE corner of Co. Rd 83 and 42. Kwik Trip, Inc. Pioneer Engineering Scott Teigen, Kwik Trip Chief Financial Officer 751-235-6626 SITE INFORMATION , 25-411-001-0 This property is located at the SE corner of Co. Rd 83 and Co.Rd 42. C-2 C-CC (Community Retail Shopping) Review plans. . Minnegasco Watershed Dist. Telephone Co.(Owest) Electric Co. (MVEC) Met. Council i. I . I. -~ 'fOt4~- 10/28/04 I f6i22/04 Dale' Due - 110/22/04 DRC Meeting Tentative CC Date 1 0/22/04 Date Distributed Date Distributed to DRC Tentative PC Date I ...II Page 1 I have reviewed the attached proposed request IKWIK TRIP SITE PLAN REVIEW AND CUP) for the following: Water Sewer Zoninq Parks Assessment Policy Septic System Erosion Control City Code Storm Water Flood Plain Natural Features Electric Gradinq Siqns County Road Access Leqal Issues Roads/Access Gas Other Buildinq Code Recommendation: _ Approval ./ Denial Conditional Approval Comments: See Q...MA-<. ..... 5~ 11/& / e;A,- Signed: \ 11 1\ ~\ r Date: I I I I( I klo{-' I Please return any comments by Thursdav. November 4. 2004, to Danette Moore, DRC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (952) 447-9813 Fax: (952) 447-4245 e-mail: dmoore@cityofpriorlake.com 1:104 filesl04 cup's\kwik triplreferral.doc Page 2 I I ~j- I KWIK TRIP LOCATION MAP / i . I!r I I I (,I I ! i~m'-i---~ ;/1 i J I . \ . "____ ~-,--, I . ,/ ! ! i !i_U .ll \\\-l 1 1.1 Iii \; \~ ~ ,- \--- I 1 \ I ~ 1- ::J ! I II I L !I I .~ I ..'..1. .J:I -_. III i IIi ! I I I I II J ~ \ . \ ., ..-/ .....""-""... III II' , I 1- , - 300 0 300 Feet N + -_..,-"_._--~-----_._._---- .__._~-._--_.~. _~_ __,,_.__w~. _.",__" Kwik Trip Project Narrative SE Corner of County Road 83 and County Road 42 Wilds North 4th Addition, Prior Lake, Minnesota Convenience Store Investments (CSI), a Wisconsin Limited Partnership, composed of the long-term co-workers ofKwik Trip, Inc. is acquiring Lot I Block I, Wilds North 4th Addition from Shamrock Development. CSI will develop the Kwik Trip project and lease to Kwik Trip, Inc., who will hire the co-workers and operate the business. Shamrock Development is the original developer of the lot and is taking this property through the platting process at this time. This lot, which is presently graded raw land, is 3.33 acres. The Kwik Trip convenience store will be 4,820 square feet, the 2-bay automatic car wash building will be 2,790 square feet and the fuel canopy (40' x 120') will cover 12 fuel dispensers. Parking is more than adequate with 38 stalls in addition to the 20 stalls under the fuel canopy. Car wash stacking will accommodate up to 30 vehicles. Green area will approximate 44% of the lot. A detailed landscape plan will be submitted. Drainage on the lot will be to internal catch basins into storm sewer and ultimately to the drainage pond immediately north of the property. A detailed drainage plan will be submitted. Utilities will come from the street immediately east of the proposed store and will all be underground. A detailed utility plan will be submitted. Due to the size of the lot and the remote parking area and car wash behind the store, there will be approximately eight light poles in addition to the lights under the canopy (flush fixtures) and fluorescent fixtures under the eaves of the building. Lighting is very important in maintaining a clean, safe operation. A lighting plan will be submitted. Our two pylon signs will be located at County Road 83 and Wilds Path and at our northerly driveway. The signs will be 20 feet in height, 100 square feet in size and the fuel price will be electronic LED and will include an electronic message board. There will also be signage on the front and rear of the store and car wash and on the fuel canopy. A detailed signage plan will be submitted and will meet the City Sign Ordinance. ,~ Memorandum 6~ - "7 tB4 - 0511 DATE: November 4,2004 TO: Danette Moore FROM: Robert D. Hutchins RE: Site plan review for 2004 Kwik Trip Following are the results of the preliminary Site plan review for the Kwik Trip building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). I. Complete a Building Code analysis. IBC Chapter 5. Include the following: a. Occupancy Classification. b. Type of Construction. c. Location on Property. d. Allowable Floor Area. e. Height and Number of stories. f. Exiting. 2. Structural engineer to design retaining walls over 4' -0" in height. 3. Provide a site utility plan. 4. Provide a Post Indicator Valve (PIV) on sprinkler supply line into buildings, Locate a minimum distance away the height ofthe building. 5. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire Hydrant and East parking lot and North Parking lot. UFC 1001.7.1. 6. If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. 7. Siamese connection and enunciator panels to be located by front entrance, C:\WINDOWS\Ternporary Internet Files\OLK31 03IDRC04 kwiktrip.DOC The following are building plan comments: 8, Submit signed architectural, structural plans and a Certificate of Survey before building permit. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. 9. Provide detail oflawn sprinkler service stub valve and backflow prevention details. 10. Provide HDCP signage details. II. Provide fire extinguishers minimum 2AIOBC rated, within 75 feet travel distance of all areas. IFC 1002, 12. An S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. Presently, there is a charge of J $4,100.00 per SAC unit which is collected at the time of the building permit issuance. V3. Submit Energy Envelope Calculations. MN Energy Code 7670,0100 14. Submit a soils report. IS. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. 16. Ventilation for the building must meet IBC chapter 12. Provide IS CFM of ventilation per occupant. This is a preliminary review only on conceptual plans. Other code items will be addressed when the preliminary plans are submitted. The building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 2 '. ~TDt2-6 t !L--. -' .. OCCUPANT LOAD WORKSHEET ----- j 2 J 4 5 <i 7 R I) ~ - ROOM OR CLASSlrrCA TION rLOOR DENSITY occur ANT OCCUPANT O('ClJ 1'1\ NT ROOM 01< OCCUPANTS SP ACE OF Table 10032.22 AREA Sr/pERSON LOAD BY LOAD BY LOAD 131' SPACE ACCOUNTED DESIGNATION OCCUPANCY (square feel) (specify if nel CALCULATION ACTUAL CO~1111 NiITIllN TOTAL FOI< IN OTIIER OR USE or gross vn 11Ic) NUMBER SPM'ES \0 \ SAL;e~ [cO OPFI6"B lc1.. CHtcr-Wl ~/IIO TCI(...e~ 10 ca SiC:t.~ c~tt~t.. m.l.U4>~ /W~~ / 2-459 G::O ~ ~40 350 {lata ~IC ~E:1 j ae~ \C:C::l~ ' I \COG/. 4 5<:l~ . 1 J~/ I 3CCc;, ) .3 ~ 6:::l G, - .3 - -- -.'-: -' ~z.S" =---~- Thc total occupnut 1'1 1'01' this worksheet page (or story or the huilding) = \0 \ Occupauls Thc lotal occupaut load [or this buildiug = \0 \ . Occupauts (Iolal ofallll'orksiIeets/l'lories) ~~I'T 'O\~-t.A~eL.. 7:;' Cal/tioll' Nole (hnt this form is Jlot (1(IeljU(f{e./ilr liS/! (~r cOl'ercd //lol! lolal occl/pallt ('(llcu/a/inlls. , / / / / ROOM OR SP ACE DESIGNA nON '5iar<:e; I I I I I I I I I I I OCCUPANCY OR USE CLASSIFI(A liON \v\ EW-l EGRESS 'WIDTH WORKSHEET \.0\ 0\ Z. ~D, i\ ol'- tt-+ ~ ~ 1'1 A NA I' Is part of the space shown above an assembly seatingJacility? ~ If yes, then the Assembly Egress Width Sub-Worksheet should be completed for calculating minimum width requirements. Ideally the Occupant Load Worksheet should be completed first, before tlUs worksheet, so that the results of that sheet may be simply inserted into the first three columns of this worksheet. SFI SANITARY' fiXTURE DETER.MINATlON WORKSHEET / Total building design occupancv ~ \ 0 \ (detem1ineJ from mc 1003.2.2) / I' Building occupancy which most closely resembles the use of the space (list each separately) (CautIon: Table 29021 uses maybe more exact than general use groups ofIBC chapter 3) As If1 the past, a submitter may document an actual occupancy load, rather than the load detemlined strictly by square footage, to the building reviewer for consideration of a reasonable number of toilet fixtures. In no case, will the reviewer accept less than 50% capacity or less than the seating indicated on the plans, except possiblv Vta the petttion for variance process. MIS ~()"\4 .,Oll);: OCCUPA,,"o/CY I WATER CLOSETS Type Number People 1 I LA Yo. TORIES I TL'B/SHOWER I D F I FaLtor I N.umber I' F:.ll..:lor I 'i.umber '\urnb~r Fixtures FD..rures Fixtures \11~() \ OTHER 100\ I Factors '/'tiCiJ Fix [ures I FiHures -;. Male It Felllnlt: 1 - ... I \/I~\ I \ I Lb.! the TVlJe Total = \.0-\- (this number should eqLlal building total shown at top on Ihis page) \ Round fractions up to a whole number or to one decimal place, if shared facilittes are used. Note that urinals may be substituted for up to 50% of water closets for men per COMi\[ 62,2902( I lea) I COMPLIANCE I Men I Women CHECK Urinals I Water Closets Water Closets I REQUIRED 0 I I , I PROVIDED 'I' 'l.. Lavatories I Bath TUb/1 Drinking I Other I . Shower Fountain (List) I \ I\~P$\N~ I FculfiA\\J \ I G.\.l~s.. I '2.. o <:') See mc 2902.2 & 2902.3 for special exceptions. as well as COMM 62.2902 special restrictio[\s 1 2 ROOM OR CLASSIFICA- SPACE TION OF Table DESIGNATION 1003.2.2.2 OCCUPANCY OR USE CMl~H- ~0W 3 FLOOR AREA (square feet) 9~ ,bO OCCUPANT LOAD WORKSHEET 4 DENSITY SFfPERSON (specify ifnet or gross value) \CC~ ~~ 5 OCCUPANT LOAD BY CALCULATION 6 OCCUPANT LOAD BY ACTUAL NUMBER 7 8 OCCUPANT ROOM OR LOAD BY SPACE COMBINA TIO!\ TOTAL to l. The total occupant load for this worksheet page (or story of the building) = \1..-occupants The total occupant load for this building = \ 1.. Occupants (total of all worksheets/stories) Caution: Note that this form is not adequate for use of covered mall total occupant calculations. tS~rr ~6S~; ~ (... ~( 6~ fo~ e \..a~ ~IT ~'- ~eo1~ ~oe ~Met.S~ I -i'07 CAR. WA?:::.\"\ OL-l 9 OCCUPANTS ACCOUNTED FOR IN OTHER SPACES Permit Number Envelope Compliance Certificate 2000 IECC COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZlktPriorLake.cck Checked By/Date Section 1: Project Information Project Name: Kwik Trip Store #423 Prior Lake, Mn. Larson Architects 300 N. 2nd Str. #225 Lacrosse, Wi. 54601 Designer/Contractor: Document Author: Tetephone: Date: Notes: New Store Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Prior Lake, Minnesota 15 7626 766 New Construction RlIildinp Tvne Retail Sales, Whotesate Showroom Floor Are:=t, 4570 Section 3: Requirements Checklist Bldg. Dept. Vse Air Leakage, Component Certification, and Vapor Retarder Requirements I. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise seated. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-vatues & V-factors tabeled as certified. 4. Vapor retarder installed. STufE Climate-Specific Requirements Gross Cavity Cont. Proposed Budget r'nmnonent Name/ne~crintion Area R-Value R-V::Illle lJ-Factnr IT-Factor Roof 1: All-Wood Joist/Rafterffruss 4570 38.0 2.0 0.027 0.048 Exterior Wallt: Wood Frame, Any Spacing 2850 19.0 0.0 0.068 0.074 Window 1: Metat Frame, Doubte Pane with Low-E Clear, SHGC 0.83 126 0.540 0.520 Door 1: Glass, Clear, SHGC 0.87 42 0.580 0.520 Door 2: Sotid 137 0.400 0.120 Floor 1: Unheated Stab-On-Grade, Vertical 2 ft. 300 5.7 (a) Budget V-factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 25% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envetope system has been designed to meet the 2000 IECC. Chapter 8, requirements in COMcheck-EZ Version 2.5 Release I and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer-Name c%~~ ~nature t/ Date -riK LAR'S~ CAS-VJ~tt Permit Number Envelope Compliance Certificate 2000 IECC COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\Program FilesICheckICOMcheck-EZlktcarwashprlake.cck Checked BylDate Section 1: Project Information Project Name: Kwik Trip Automatic CaIwash Prior Lake. Mn. Larson Architect 300 N. 2nd Str. LaCrosse, Wi. 54601 Tim Larson Designer/Contractor: Document Anthor: Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Prior Lake, Minnesota 15 7626 766 New Construction RlIl1nlrlJJT"T\f': Other FJM' A ~ 2542 Section 3: Requirements Cbecklist Bldg. I Dept. I Use I I ] I ] I ] I ] I Air Leakage, Component Certification, and Vapor Retarder Requirements I. All joints and penetrations are caulked. gasketed. weathe, ,_ ;.....ld, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-valnes & V-factors labeled as certified. 4. Vapor retarder installed. Climate-Specific Requirements COffinonent Name/Descrintion Roof I: Structural Slab Exterior Wall!: eMU >8" with Integral Insulation Furring: None Window I: Other, Clear, SHGC 058 D001' I: Overhead Door 2: Solid Floor I: Unheated Slab-On-Grade, Vertical 3 ft. Gross Cavil)' Cont. Proposed Budget Area R-Value R- Value U-Factor U-Factor 2542 36.0 0.027 0.Q48 2200 0.0 0.273 0.074 90 0580 0520 400 0.241 0.120 2] 0.440 0.120 229 5.8 (a) Budget V-factors are used for software baseline calculations ONLY, and are Dot code requirements. The proposed envelope design Tel'"o,med in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2000 IECC, Chapter 8, requirements in COMcheck-EZ Version 2.5 Release I and to comply with the mandato,)' requirements in the Requirements Checklist. o /;:r Signature Envelope PASSES: Design 4% better than code Section 4: Compliance Statement 11M ~N Principal Envelope Designer-Name /." -r/ . /~L-<J4--<-... Aft<.. \\,05' Date APR-26-2005 09:52 FROM:LARSON ARCHITECT 6087846599 TO: 19524474245 P.l . C . C D C CLARSON [lAJl.CHITECl Date: ^-n.. 'Z.~. 0, , Re: ~\!JI~ ~p Job: ~O'e. ~~_ 300 N. 2ND ST. #225 LA CROSSE, WI, 54601 To: ~ +lUTc'~\N~ . . FAX: 952.- 417- ~4t; 'etJc:',~ l~ i\'~ 1=IOOOOS ~\le, ~\AM Copy: IV. 300 N. SECOND ST. #225. LA CROSSE, WI. 54601 Phone 608 - 784 - 6808 FAX 608 -784 - 6599 APR-26-2005 09:52 FRoM:LARSoN ARCHITECT 6087846599 TO: 19524474245 P.2 19 \ ; r.s i \tr ! l;r_~~=:-~ ~\~ TI-1 P <:i:. Tcf.~~ f~,~\t ~r..s, \-4.lt ~ ~~(,'fS\ 5 ._"'-- ~o;..~,_,...,.....",,_."".,.llL:" ~"-.'. -- - . .'~.. --- ~ e~u"^\.lc.'( GO~T1'fP6 n v.e ' , ' e ~-e e V"O ...." k~~ .;c Is1b~ 9,~Sf 6 To p...e C~~~1r\o CA.~Of'( tQ\t...!:. ~l.; t..8o &:5" t.~~ ,~~ 2. f!"l'O~1 ',<>>0: a~vol~ t&\~&, ~-UfJJi;CI 4 ~r 1')'i=t- ~ ~ ,e c.oO-el IJ.\I"", C~\ ~ \~~6S ~,~ ~ GCO~ lOO(Q ~ ~iOp &'i ~1O\t ~fi ~~\~~5 ~'\\j~~?"S ~ At\..- ~ ~r~u~es ?65 ~1-k;(,.O~p ~~~\~: o~ufA:\JT IPAO ~::> \tot 1Vf"1t- ~~ \'Tn-'f f\xru~~ co~110N ~~~: \, If"l'f?.e G1;rfA-eAllC>N ~i?\~ \co > ~d ~ t-Jo 5X{~:}~.\a'-O~~ f~olbC\ION ~ ~~~ ' t,COOL.~/f~eez..e:(l. lfHJ~~5 ~\}S ?~eo 1.)"" lil'S ~I-l~ ~ TO f,.,G.O.3/ 7 f'o~ ~A;~ P~~l1c..:, ,A~h \ 0:;:.., \(P/~~ I 2 3 4 5 (i 7 8 9 ROOM OR CLASSIFICATION rLOOR DENSITY OCCUPANT OCCUPANT OCCUPANT ROOM OR OCCUPANTS SPACE OF Table 1003.2.2.2 AREA SF/PERSON LOAD BY LOAD BY LOAD BY SP ACE ACCOUNTED DESIGNATION OCCUPANCY ('quore fe,l) (specify if nel CALCULATION ACTUAL COMnlNATION' TOT AI pall IN OTHEll OR USE or gross volue) NUMBER " SPACES \0\ GALe ~ 2-4- ~ ~~ 22- "1 10& Or=r:I~ <S:D \~~ I I lOt. Ct\fC~tiSt ~ I co<=, 4- I I 101/110 TOIt..e~ 340 5o~ 1 I lo~ ~'T~ ~so 3~ I ~ . 71010 _ 3COG --.J --------.- !&\lu~~ ~IO 'Z. <<::l Go .3 ------ ..~ . < OCCUPANT LOAD WORKSHEET r~t~=- Thc tol:ll occupant loml ror this worksheet I"'ge (or 0/0'1' or Ihe hllilding) = \C \ The 100al occupant load for this buillling = \0 \ Occupants (Iotal of all worksheets/stories) Call1i,,": Noce 1IIOIIhisJonn is 1101 mteql/{/c~j;". IISI! (!/'COI-ered lilt/II 10101 OCClIplJ/l1 calc"/c,li""s. E:'f.IT 'O\'b~tJcel... .,e;' c&,..o~ :D 'U ;u I ru m , ru OS) OS) Ul OS) UJ Ul ru " ;u o '" r :D ;u If) o Z :D ;u () I H -< m () -< m OS) CD ..J CD ... m Ul UJ UJ -< o Gecup""IS .... UJ Ul ru ... ... ..J ... ru ... Ul 'U W APR-26-2005 09:53 FROM:LAR50N ARCHITECT ROOM OR SPACE OESIGNATION l~iO~ \ I i I I ( ~ 6087846599 TO: 19524474245 P.4 STOlZG E'vV-l OCCUPANCY OR USE CUlSSIFICATION EGRESS WIDTH WORKSHEET DCCUP ANT STAIR REQUIRED OTHER EGRESS OTHER EGRESS LOADFROM WIDTIi STAlRWAY COMPONENT COMPONENT WORKSHEET FACTOR WIDTH FACTOR WIDTH "" lol 7D,i' I I O~ I I I I I I I I I I I I Is part of the space shown above an assembly seating/acility? _ If yes, then the Assembly Egress Width Sub-Worksheet should be completed for calculating minimum width requirements. ~A NA 0.2. Ideally the Occupant Load Worksheet should be completed first, before this worksheet, 50 that . the results of that sheet may be simply inserted into the first three columns of this worksheet. " '- APR-25-2005 09:53 FROM:LARSON ARCHITECT ( I '-. 5087845599 TD:19524474245 P.5 SANITARY FIXTURE DETERMINATION WORKSHEET TOlal building design occupancy = \ 0 \ SF.l 'O'T~ (delermined from me 1003,2.1) Building occupancy which most closely resembles the use of the space (list each separately) (Caution: Table 2902.1 uses may be more exact than general use groups ofIBC chapter 3) As in the past, a submitter may document an actual occupancy load, rather than the load determined strictly by square footage, to the building reviewer for consideration of a reasonable number of toilet fixtures, In no case, will the reviewer accept less than 50% capacity or less than the seating indicated on the plans, except possibly via the peution for variance process, \Ae.~~il~ OCCUPA.NCY I WATER CLOSETS Type I Numbu- F::Il:tors Fixturts I fixrun~s Ptople '# Malt "F!mllle \0\ Y~r:tJ LAVATORIES I T1.:B/SHO'\VER D F I OTHER Factor I' Number I F::Il.:lQr "lumbtr ~u",btr I Lhil thl: Flxturts Fhtures Fi:trures TVDt \J'~o \ . - - ~/ia:sol I' I I I .' , Total = \.a+- (this number should equal building total shown at top on this page) Round fractions up to a whole number or to one decimal place, if shared facilities are used. Note that urinals may be substituted for up to 50% of water closets for men per COMJ\I[ 62.1902( 1 )(a). I COMPLIANCE I Men Women CHECK Urinals Wat.r CIDS'" Water Closets I REQUIRED 0 I I I PROVIDED I \ \ 'I. Lavatories Bath Tubl Drinking I Other I Shower Fountain (List) I I MOP!oI~\C. I Il=oO~~l\l \ I C.\),.. I i o o See me 2902.2 & 2902.3 for special exceptions, as well as COMM 62.1902 special restrictions. -~--_...'-~--"-"-'---'_.'-'---""- 1 ROOM OR SPACE DESIGNATION ~t\~ \M\~W ~\) \P 2 CLASSIFICA- TION OF Table 1003.2.2.2 OCCUPANCY OR USE 3 FLOOR AREA (square feet) '?f3O ~ ~O OCCUPANT LOAD WORKSHEET 4 DENSITY SFIPERSON (specify if net or gross value) 'OOCb \00 " ~ 5 OCCUPANT LOAD BY CALCULA nON \0 \0 '2.. 6 OCCUPANT LOAD BY AcruAL NUMBER The total occupant load for this worksheet page (or story of the building) = 22.. Occupants The total occupant load for this building = OL-l :D 'U ;u , ru tn , ru IS) IS) Ul IS) \D Ul W Caution: Note that this fom is not adequate for use of covered mall total occupant calculations. S<li ACC~~ T~\1e;\"" <.?J:x:)' ~ ~~ e t..7!l t:;"-",, ~ ~s;:.;:'rc; ~~ d..fC,.relj""l"~ -t ~'( ~~ WA-~tr 7 8 OCCUPANT ROOM OR LOAD BY SPACE COMBINATIO!\ TOTAL . Occupants (total of all worksheets/stories) 9 OCCUPANTS ACCOUNTED FOR IN OTHER SPACES " ;u o 3: r :D ;u Ul o Z :D ;u () I ~ --< III () --< tn ~ --J m .<> tn Ul \D \D --< o .... \D Ul ru .<> .<> --J .<> ru .<> Ul 'U tn Sample Structural Cak;ulatlons y..w\~ llL If' "STOlt,€- t, (f$LV...F{';,"S,Y1 , ft2.loi. ~A~'N N Prepared by: 1- ARNOLD AND 1~'1 Q'SHERIDAN INC _CONSULTING ENGINEERS I I I I Demmg Way Madison, WI 537 I 7 Phone: (G08) 82 I -8500 FAX: (G08) 82 1-850 I Date: 4!'!l>5' MO Project Number: , tJ5 DOg 7 C Table of Contents: 7JU~_~ \ . r \-~ €.M';lf.".:~~l \"oQ:d.~~ f1~ \~ W",l\ ~~\,'(>. '. p Ie:\; \.().~Ci.\ Q~P.J,\~I\ \ C AlL uJol\S l t - .. f\OS- ~'2.. ~Ul(I.""Me..JQl Leo el'\'.i ~ ~ $e;,\", (~le.l . ~ z,q "'2~ if)asl>Ai1 (;J~L\ t)e~L~~ ? ?,(,,- tb Met SM, Y '\ Ll" ~\( Seal: PROFESSIQNAl..E}JGLfIlEER ---- ' I hereby Cel:';" f~,2t iil,S pl2n-specification -or' report ~\'53 O"0;~:~~,?j ,:;y ~8 or under d(rect supervj~lc:-; ~c_ 2:"1 ~:; d~iI . sed , Professlc,,',. ws of the _\ State of r,,~, , CARL N, F ' Signature cense # 42448 ,rl ARNOLD AND .'10 I SHERIDAN INC CONSULTING ENGINEERS I I I I DEMING VVAY, MADISON, \;\II 537 J 7- I 953 TEL: 608.82 I .8500 FAX: 608,82 I .850 I _FJJU'<<" ~~ \."M'0Ilr__ ----t ... i '? N::h.) Ii S-Of( r 'Q ,,0,')....) ? S-CJ. \ W'd ( "laY 11 '(Lv C0\ -- _~ SU r~ \J I ~\ cloi ~l_ON..(1,,~ q7 \ ~S'\ eo..\~ ~b to,S' ,.5t:<1,,\ Q~\ {(. f \".." I 'J'\ ;'~(<_l '-, <\ I <.- '"'. . , N'('i~ , c "--,'/R\\-"\'(-',~ a,--:l~~Y\ ~~ '-, \ ~ ~ . , '- f..c, <:'<" v- -.::':. , weAl i .. i 'I? kt I '-.,Vr<,f (\c\ S ~ I DO) ~ (,2 \< _2'~-r.j \":,~ I , ! I I I I \ <?'lVY2.f 8~c:' jOBNAMt \f-w\t 1l&\P-~~ort ~A.'(ff",{MJ ~ .. Ii::. 1 ' yt JOB NO (JI-,I.A '.., cpA DATE 1..j '2- 'f {).;- ,() iii / ' ENGINEER: \"-\9('/ SHEET NO,: , , I , ! \ Iwmn~: II Environmental Load Design Criteria -Input Echo Sheet Building Code: i " I .. * (IBC) Project Name: kwiktripi . Project Number: 050087--Go LOo~~: PIt/oil. LAte 8J 1'..t,.J Engineer: rbe IBC Environmental Load Criteria Ref. General CrIteria IBC Table 1604.5 IBC Section 1609.4 IBG IBG IBC ASeE ASeE IBG IBG IBG IBG IBG IBG BUilding Geometry Input IBG Building Category Exposure Category Input I,U,IH, arlV (letters) b A, 8, C, orD Snow Load Criteria Fig. 1608.2 Ground Snow, Pg 50 psf Table 1608.3.1 Exposure of Roof P F, P, Of S for Full, Partial, or Sheltered Table 1608.3.2 Thermal Factor. Ct 1.1 see remark Section 7.4 Unobstructed Slippery Roof? N Y or N for Yes or No Fig 7-8 Optional -Input (3) Upper Roof Lengths for Drift Calculations lu(11 0 ft lu(2) 0 ft lu(3) 0 ft Wind Load Criteria Fig 1609 Wind Speed, V Fig.1B1S (1) Fig. 1615(2) Table 1615.1.1 Earthquake Load Criteria 0.2 See Spectral Response, Ss 1.0 Sec Spectral Response, S1 Site Class Seismic Weight Table 1617.6 Basic Seismic Force ResistIng Systems East-West Section 1617.4.2.1 Table # 1,2,3, or 7 Table lettefAlo U Gt North-South Table#1,2,3,or7 Table letterAto U Ct Section 16174,2.1 90 mph 0.055 9 0.03 9 0 A,B,C, D, E 133 kip 1 Bearing Wall System k Light framed - Wood shear walls 0,02 see remark 1 Bearing Wal1 System k Light ffamed . Wood shear walls 0,02 see remark ParaUeltoRidge.length 97 ft Perpendicular to Ridge-Width 55 ft Eave Height 10,5 fI Roof Pitch 27 degrees Gabled or Monoslope? 9 G or M Symmetrical Gable Roof Assumed, Check Manually if Not Symmetrical ~ Il"nn_'~l ,.. ~' " ' , ' , ' , ' , ' , ' _un....._.."'" Building Geometry IBe IBe IBe IBe IBe Table 1604.5 Section 1609.4 Table 1604,5 Table 1604_5 Table 1604.5 Environmental Load Design Criteria - Output Building Code:l . . ,__ __(IBC) p~;:;~:;;:' =i ~-;;~:n (..A~~ 1M AI Location: " 1 JC,..tV"" I Date G2I24/u5 Engineer: rbe Parallel to Ridge _ Length 97 It Perpena'1cular to Ridge _ Width 55 It Eave Height 10.5 ft Roof Pitch 27 degrees Gabled or Monoslope? 9 G or M Symmetrical Gable Root Assumed. Check Manual1y if Not symmetrical Building Category Exposure Category_ Seismic Importance Factor, !e Snow Importance Factor, Is WindlmportanceFactor,lw b 1 1 1 -P Drift Loads (Equaton 7-4) Snow Density, y 20.5 =O,13Pg+ 14 lu(1) 0 Fig. 1608.2 Drift Height, hd (1) -1.5 =0.43 (lu)^0.33 (Pg+10)^0.25-1.5 Section 7]1 DriftWidth,W(1) -6.0 =4hd Pd(11 -30.8 =y"hd '"(2) 0 Fig. 1608,2 QriftHeight, hd (2) _1.5 =0.43 (1u)^0.33 (Pg+10)^0.25-1.5 Section 7.7.1 Drift Width. W (2) -6,0 =4hd Pd (2) .30.8 =y*hd lu(3) 0 Fig. 1608,2 DriflHeight, hd (3) -1,5 =0.43 {lu)"0.33 (Pg+10)^O,25-1.5 Section 7.7.1 Drift Width, W (3) -6.0 =4hd Pd(3) -30.8 =y"hd Snow Loads 'Be IBe 'Be IBe IBC 'Be ASCE 7-98 Fig. 1608,2 Section 1609.4 Table 1608.3.1 Table 1608.3,1 Table 16083.2 Table 1604.5 (Equation 7-1) Ground Snow, Pg Exposure Category Exposure of Roof Snow Exposure Factor, Ce Thermal Factor, Ct Snow Importance Factor, Is Flat Roof 'Snow, Pf ASCE 7-9B Fig 7.2 Sloped Roof Snow Roof Pitch, degrees Unobstructed Slippery surface? Section 7.4.1 and Fig. 7-18 Warm-Roof Slope Factor, Cs Section 7.4.1 and Fig. 7-2.0 Slippery Warm_Roof Slope Factor, Cs Section 7 4.2 and Fig, 7-2b Cold_Roof Slope Factor, Cs Section 7.4.2 and Fig. 7-2b Cold Warm-Roof Slope Factor, Cs Interpolated Roof Slope Factor (1<Ct<1,2), Cs Slippery Interpolated Roof Slope Factor (1 <Ct<1.2), Cs ASCE 7-98 3ectlon 7 4.1&2 and Fig. 7-2a&b Selected Roof Slope factor, Cs ASCE 7-98 (Equation 7-2) Sloped Roof Snow, ps ASCE7-9B AseE 7-98 ASCE 7-98 ASCE7-98 ASCE 7-98 AseE 7-98 ASCE7-98 AseE 7-98 ASCE7-98 ASCE7-98 AseE 7_98 ASCE7-98 Unbalanced Roof Snow loads Section 7.6.1 Eave to Ridge Distance - W Parallel to Ridge Distance-l Roof Pitch - Degrees ASCE7-98 Are Unbalanced Snow loads Required? l1W (Equation 7-3) B Reference Angle, degrees Leeward Roof Snow. Ridge leeward Roof Snow. Eave Windward Roof Snow 50 b P 1 11 1 38.5 p,f F, P, or S for Full, Partial, or Sheltered =O,7CeCtlsPg 27 N YarN 1.00 0.66 100 0.78 1.00 0.72 1.00 38.5 =CsPf 27,5 97 27 Y., 3.53 0.92121 17.30 67.48 67.4B 1.2"(1 +BI2)'PslCe Since Roof Angle> 275 B PI/(y W) 11.55 0.3 Ps Since Roof Angle:> 275 B Pf/(y W) 0.5 <(B=033+0,167 LfW)<10 =2758 Pf/(yW) 8a[;:!nced and Unbalanced Roof Snow I "-ad Diaarams Windward Snow leeward Snow Ridge Ealle 67.48 67.48 1155 ~. Balanced Snow Loads Pf= 38.5 Flat Roof Snow Ps= 38,5 Sloped Roof Snow Ilnbalanced Snow I oa~ ~ IBe IBe IBe Edge strips and Zones IBe IBe IBe IBe Wind loads Fig 1609 Section 1609.4 Table 1604.5 WindSpeed,V Exposure Category Wind Importance Factor, Iw Eave Height Mean Rool Height Roof Slope Lengtll Width . . . . Component and cladding selected edge strip distance, a MWFRS selected edge zone distance, 23 Section 1609.63 1609.6 SimplifiedPro....islons For Low Rise Buildings Table 1609.6.2.1(4) Height and Exposure Adjustment Coeff 1 =V~2I9O^2 x Height and Exposure Adjustment Coeff. 1 Table 1609.6.2.1(1) Main Wlndforce-Resisting System Transverse longitudinal Table 160Q,6.2.1(2) Component and Cladding Loads RoofVerticaf Edge Zone Interior Zone Roof Horizontaf Edge Zone Interior Zone WaUHonzontal Edge Zone 15.4 Il'IteriorZone 11.6 90 b 1 10.5 17.5 27.0 97 55 5,5 4.2 2.2 3 4,2 a,4 degrees =10% of Least Horizontal DimenSion <40% of eave height ><l% of least Horizon!al Dimension >3. <40% of eave height Calculated Horizontal loads End Zone Interior Zone Wall Roof Wall Roof 15.4 5.5 11.6 4.8 12.8 -6.7 8.5 4.0 Calculated Wall Zone Area 4 10 4 20 4 50 4 100 5 10 5 20 5 50 5 '00 Windward .07 0,2 14.6 13.9 13.0 12.4 14.6 13.9 13.0 12.4 leeward -9.4 -7.7 ~.~[~ , . Transverse -15.8 -15.1 .14.3 .13.6 -19.5 -18.2 _16.5 _15.1 Vertical loads End Zone Windward .(},7 -15.4 Windward Overhang Maximum Horizontal Waif Interior Zone leewatd Windward leewatd -9.4 0.2 -7.7 -8.8 -10.7 -6.8 Eod -10.1 _21.6 Interior -9.1 -16.9 CalCUlated Roof _ Select Appropriate Roof Angle Zone Area 0 to 1 0 Degrees 1 0 to 30 Degrees 1 10 10.0 -14.6 10.0 .13.3 1 20 10.0 -14.2 10.0 .13.0 1 50 10.0 -13.7 10.0 -12.5 1 100 10.0 -13.3 10.0 -12.1 2 10 10.0 -24.4 10.0 .28.2 2 20 10.0 -21.8 10.0 -25.6 2 50 10.0 .18.4 10.0 -22.1 2 100 10.0 -15.8 10.0 -19.5 3 10 10.0 -36.8 10.0 -28.2 3 20 10.0 -30.5 10.0 -25.6 3 50 10.0 -22.1 10.0 .22.1 3 100 10.0 .15.8 10.0 _19.5 M;>;in Wind Fore!'! Resi~lina Svstem Wind lO;;ld Dianram Roof Vertical Edge Zone Interior Zone Windward -15.4 _10.7 WaJlHorizontal Edge Zone 12.8 JnteflorZone 85 Lonoitudin>'ll 1E 11.1 a.a 4E ".7 -7.5 1 9.0 7.2 4 .7.0 .0.' 30 to 45 Degrees 13.3 .14.6 13.0 .13.8 12.5 .12.8 12.1 .12.1 13.3 .17.0 13.0 .16.3 12.5 .15.3 12.1 -14.6 13.3 -17.0 13.0 -16.3 12.5 _15.3 12.1 -14.6 Leeward -8.8 -6.8 ~ IBe IBe IBe IBe IBe IBe IBe IBe IBe IBe IBe IBe IBe Earthquake Loads Table 1604.5 Table 1604.5 Fig. 161S (1) Fig. 1615(2) Table 161S.1.1 Table 1615.12(1) Table 161S.1.2 (2) (Equation 16-16) (Equation 16-17) (Equation 16-18) (Equation 16-18) Table 1616.3(1) Table 1616.3 (2) Seismic Use Group Seismic Importance Factor, Ie 5, 51 SiteClas.s F. F' 5m' 5m1 5d, Sd1 Seismic Design Category, f(Sds) SeismIC Design Category, f{Sd1) Use Seismic Design Category Seismic Weight IBe (Equation 16-27} Table 1617.6 SeismIc Force Resisting Systems Minimum Lateral force 1.33 '='O.01wx Design Category A therefore Minimumn Lateral Force Acceptable kip IBe IBC (Equation 16-39) IBC (Equabon16-35) IBC (Equation 16-36) IBC (Equation 16-37} Equivalent Lateral Force Procedure IBC (Equation 16-34) IBC (Equation 16-39) IBC (Equation 16-35) IBC (Equation 16.36) IBC (Equation 16-37) EqUivalent Lateral Force Procedure IBC (Equation 16-34) East West Direction Basic Seismic Force Resisting System 1 0.055 003 o 1,6 24 0.088 0.072 0.05867 0.048 A A A 133 =Fa Ss =FvS1 =213Sms =213Sm1 Response Modification Coefficienl System Overstrength Factor Deflection Amplification Factor 1 Bearing Wall System k Light framed. Wood shear walls R . )m 3 Cd , h= = Ta= e~ e,< e" Selected Cs Ultimate Vbase=Cs W Service Vbase .. Ultimate Vbase/1.4 North South Direction Basic Seismic Force Resisting System 105 0.02 0,1167 0.0098 0,0686 0,0026 0.0098 1.3 0.9 =ct hn^O.75 =SdsUR =Sd1I1RT =0.044 Sds I Ultimate Load Service Load Response Modification Coefficient System Overstrength Factor Deflection Amplification Factor 1 Bearing Wall System k Light framed. Wood shear walls R . )m 3 ed , h= = Ta'" eF e,< e" SelecledCs Ultimate Vbase-Cs W Service Vbase" Ultimate VbaseJ1.4 10.5 0.02 0,1167 0.0098 0.0686 0.0026 0.0098 1.3 0.9 "'Cthn^0,75 =Sdsl/R =Sd111RT =0.044 Sds I UttlmateLoad Service Load ~ 1"[- ARNOLD AND ftOISHERIDAN INC CONSULTING (NtIN~(.S 1 Date: ~ ~ - Project: KwikTrip-'. ~'__ i!U,~)' Job#: G4615[11 0;'-00"' By: COW Path/File: i:~ob# General Loadina Page 7 Roof Construction Dead Loads SHINGLES EXTERIOR SHEATHING WOOD TRUSS @ 24' OC INSULATION CEILING MISC MEP 3.0 2.0 4.0 4.0 2,0 3.0 18.0 psi Exterior Wall Dead Loads 2x6 WOOD STUDS@ 16" OC DRYWALL INSULATION 1/2" EXTERIOR SHEATHING MISC 2.0 3.0 2,0 2.0 1.0 10.0 psi Typical Wall Footing US Snow Length Width Eve Height 66 psi 97 feet 61 feet 10 feet RSNOW R ROOF DEAD R WALL DEAD R FTG DEAD 2017 549 500 240 3306 plf B Footing' 1.65 feet Foundation Wall Dead Loads 12" CONCRETE BLOCK 80 psi 4" BRICK VENEER DEAD LOAD 40 psi 120 psf Soil Bearing Pressure (assumed) 2000 pst Use 2'-0"x1 '-0" Footing wi (3)#4 BARS As= 0.66 sqin if~ ARNOLD AND 'i'q 0 ISH E RID A N I N C CONSULTING ENGINEERS I I I I DEMING VVAY, MADISON, \lV1 53717- 1953 TEL: 608.82 I .8500 FAX: 608.82 I .850 I f) JOB NAME JOB NO, _.___ DATE ENGINEER: SHEET NO" J\ s \-v I r" ' , I IJ) , ' 0 ~~'-~!\u,. ._.__ .,-, , i .... -----,~.. - ." ~-. - ""--..-.", ...~ C~{t <; ff >~\)J6'{U~ 1Jyi~ @ 2~ l<~_ ( / ' oeeJ ~',/&i' 'Od'. ~'i J S l-0; D '20 1/ ~1 ~,.....-_._. 1 (' C\ \. ~.> qP'S C .., "((; VJ', t\_~._ \\~-'7 ,~ U " /0 ,.,,- /" 1 '-;) COMPANY PROJECT WoodWorks@ Feb. 24. 200510:32:54 Column1 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, pst, or pit I \Load Type Distribution ILoad1 Dead Axial UOL Load2 Snow Axial UOL Load3 Wind Full UOL Magnitude Start End 500 (Eccent 1034 (Eccent 21. 0 Location 1ft] Start End "icity 0.00 in) "icity = 0,00 in) Pattern Load? No MAXIMUM REACTIONS (Ibs): I 0' I 10' Dead Live Total 105 105 105 105 Lumber Stud, S-P-F, Stud, 2x6" Spaced at 16" de; Self Weight of 1.67 plf automatically included in loads: Pinned base; Load!ace = width(b); Ke x Lb: 1.00 x 0.00= 0.00 1ft]; Ke x Ld: 1.00 x 10.00= 10.00 [ft]; Lateral support: top = Lb, bottom = Lb; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC.IBC; SECTION vs. DESIGN CODE NOS.2001: ( stress=psi, and in ) I Criterion Analvsis Value Desion Value Anal~sis/Desiqn Shear tv 19 Fv' 216 fV/tV' 0.09 Bending(+) fb 417 Fb'1242 fb/Fb' 0.34 Axial fe 250 Fc' 548 fc/fc' 0.46 Axial Bearing fc 250 fc' 834 fc/Fc' 0.30 Combined (axia compression + s de load bending) Eq.3.9-3 0.46 Live Defl'n 0.19 L/633 0.33 L/360 0.~7 I Total Defl'n 0.19 L/633 0.67 = L/180 0.28 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 675 1. 60 1.00 1. 00 1.000 1,000 1. 00 1.15 1. 00 1. 00 4 Fv' 135 1. 60 1. 00 1. 00 1. 00 1. 00 1. 00 4 FCp' 425 1. 00 1. 00 1. 00 1. 00 Fe' 725 1. 15 1. 00 1. 00 0.657 .000 1. 00 1. 00 2 Fe' comb 725 1. 60 0.532 3 E' 1.2 mill ion 1. 00 1. 00 1. 00 1.00 4 Fc' 725 1. 15 1. 00 1. 00 1.000 1. 00 1. 00 2 Bending (+): LC# 4 .6D+W, M = 263 lbs-ft Shear LC# 4 .6D+W, V = 105, V design 105 Ibs Deflection: LC# 4 ,6D+W EI= 24.96e06 Ib-in2 Total Deflection ~ 1.50(Dead Load Deflection) + Live Load Deflection. Axial : LC# 2 "'- 0+8, P = 2060 Ibs' Combined : LC# 3 == D+,75(S+W); (1 - fe/FeE) = 0.73 (D=dead L~live S=snow W=wind I=impact C"'construction CLd=con~entrated) (All Le's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL - Columns (Structural Composite Lumber): the attached SCL selection is for preliminary design only. Far final member design contact your local Sel manufacturer. ~w ARNOLD AND :.fl 0 I SHERIDAN INC \0 JOB NAME: K'vvIK TRIP CONS.ULTING ENGINEERS JOB NO,: DATE: I 1 I I DEMING WAY, MADISON, WI 53717- 1953 TEL: 608,82 I .8500 FAX: 608.82 I .850 I ENGINEER: CVfA) SHEET NO.: ~ BEIiN1..S/1+EIlDE/<,S e. Froy"! ~n.J,.(i:t1<-e.. Heade.r C-';rdt'r Rof'i.u ; (' L'~_,>,s C' SO '-0'" ~f)a.r'\'::-, ' . /s'-8" ~ ~;pc>.rt :: '6FT c_ vrA',- Load Dead = I S'fsP 5"00 = 66f<,F Ao.'f-f.e-r D"'.$I~)'\ e::<'L/'ac.. 'J -, "'t' if - I ~. D' 0>?p" :>'.'6" 3:?pif T'C f . Iyi er?"'lb-t1" TT',-.b 6.),'JJ..A:::. 4-0""" T S- t::z.. -:0. :)\ 9,5 ::<:;:'6F-'t Use. . '\ i ..., ) "}.",I.' ':' \../"'\,""'-1..... c!f' d. 'i ,~L {,Jo ;: strop I r 06 , I 'i 3'Oflf ( 3) L?t x_~~" l-. 'It.. Ok I' ~/ F r ee--z.-er Ben rl'''\. 5po.h... ::: 10 Fi If"'I'~ L.J,'clit\ ~':' S"'c>/'t:J.. ( r t, I ~.l,....: C..S 1<. ::. D /..Ie , i-....! /.' ' \. S,/-"F?t.;i Un W 'If'O /' 1 I 0#:;'; -I' {_"";.t!',,.j <1 . C :,..,;;:./, =< ~;;..- . t_~. <-.,'-" i >.-.., , .J ., ?. '/). . 8.EJ Le~~ "', " -;, 5 -' "" 0,....", ,-- ,i, ~::... -7 ,.:~~ :::/"!0k) :: t. ~ :; (11,0) + s - '0,25';' . (^,' \ (~/ 0? M (y\ Door ,..) (~: Fr SPQ/\ .. 3,s 1..."/5, ?')': ,". ('2) '1X/~~_ O~,Lly ""-...=........... .,'- L~'D <1..5" I"~ 1 ~ II LiS '" C..::,l( :: O,S'1 v C.SRf2:, ~ 0,73 c-~_ S R.v .' ~~\ S' ; /.: R. ':.::::: ,-" '/1'" '_'.0 d /- !3"q c/ , .__'__"_'~M___._.~___. "_'__'___~__..__ ~\ @ WoodYYQL~,~@ COMPANY PROJECT .. Nov. 22, 2004 09:11 :22 Beam1.wwb Design Check Catculation Sheet Sizer 2004 ENTRAt1GE H~ADER. LOADS: (Ibs, psi, or plf) I Load I Loadl Load2. Type Distribution Magnitude Start End 540.0 1980.0 Location Start 1ft] End Pattern Load? No No Dead Snow Full UDL . Full UDL MAXIMUM REACTIONS (Ib~nd BEARING LEN~S (in) : II '" 0' 8' Dea.d 2245 2245 Live 7920 7920 Total 10165 10165 Bearing: LC number 2 2 Lenqth 2.6 2.6 LVL n-ply, 1,8E, 2200Fb, 1-3/4x14", 3-Plys Self Weight of 21.18 plf automatically included in loads; Lateral support: top= 24.00 bottom= at supports; [in] Load combinations: ICG-laC; SECTION VS, DESIGN CODE NDS-2001: (Ibs, Ibs-ft, or in) Criterion Analysis Value Desiqn Value Analysis/Oesis::m Shear fv 147 Fv' 328 fv/Fv' 0.45 Bending(+) fb 1422 Fb' 2576 fb/Fb' = 0.55 Live Defl'n 0.08 <L/999 0.27 L/360 0.32 Total Defl'n 0.12 L/797 0.40 L/240 0.30 ADDITIONAL DATA: FACTORS: F CD CM Fb'+ 2200 1.15 Fv' 285 1.15 FCp' 750 E' 1. B million Ct CL 1.001.000 1.00 1.00 1. 00 CV Cfu 0.98 Cr Cfrt 1.04 1.00 1. 00 1. 00 1. 00 ci Cn LC# 2 1.00 2 2 Bending(+): LC# 2 D+S, M:: 20329 lbs-ft Shear LC# 2 D+S, V:: 10165, V design 7200 lbs Deflection: LC# 2 D+S EI:: 720.2ge06 lb-in2/ply Total Deflection:: 1.50(Dead Load Deflection) + Live Load Deflection. (D::dead L::live S::snow W::wind I=impact C::construction CLd::concentrated) (All Le's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2, SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. I~r~ ARNOLD AND .'110 I SHERIDAN INC \1 CONSUL.TING ENGINEERS JOB NAME: K \,,1/ k. .., R 1 P jOBNO: 1 I r I DEMING VVAY, MADISON, \/VI 53717- 1953 TEL: 608.82 I .8500 FAX: 608.82 I .850 I ENGINEER: . C~(') IlAw\. De..sr't:ll'\. v G-/RDf;.'R. -rKUS'.-S Tf'i~ w,'di-k" 9't/;')., l' If I l' I c.. B cJ A~ ?= .2,,:<( J'/h.) ~ (;B. 6~):C 3/. L/I\ C~ 8:::> p;;. ;<;:1,': 2,i./b) '" (1e,+LfS',8) = 3S.}~ T F Of!, ez... er &"" R;,,,, p.:: 35. / r 8. ! K:: </3.2 K coRe.... :::) :(;(,('~.6) II- (IBtb6) -; /L./. gl< C~ Ii- De.s'8'" L" /1 Fl- S Y't x 7 Y'( p,.,..),,"'t. DR (5) =<x6 CSR,-=- O.q~ % cJ"",>'\. [3 ~~..~"'. lIS$. '-/X'iX % CA-P =- 7'1 K 0 \')11- r Cc>I",rm., C DU(9" SYlti<S/fJ 011. (4)z.xb Cs R ~ 0.47 % ,,_._--_.~...-_.~-_._~ ('OIA) DATE: SHEET NO.:_____ \? @ WoodYY9L~?@ COMPANY PROJECT .. Nov. 22, 200411 :16:05 Column1.wwc Design Check Calculation Sheet Size, 2004 Ca.'/uWI>'\. A LOADS: (Ibs, pst, or pi!) I Load I Loadl Load2 Type Distribution Magnitude Start End 10470 (Eccent 24670 (Eccent:. Location [it] Start End icity 0.00 in) icitv = 0.00 in) Pattern Load? Dead . Snow Axial Axial MAXIMUM REACTIONS (Ibs): 1 1 O' 10'-6" PSL. 2.0E, 2900Fb. 5-1/4x7-1/4" Self Weight of 11.89 plf automatically included in loads; Pinned base; Load!ace = width(b); Ke x Lb: 1.00 x 10.50= 10.50 1ft]; Ke x Ld; 1.00 x 0.00= 0.00 1ft]; Load combinations: ICC-IBC: SECTION vs. DESIGN CODE NDS-2001: (str.ss=psl, and In) I Criterion I Analysis I Axial fc = Axial Bearinq fc = Value 926 926 I Design Value Fc' = 1358 Fc* "" 3335 IAnalysis/Desiqn I fciFC' 0.68 fc/Fc*.= 0.28 ADDITIONAL DATA: FACTORS: F CD eM Fc' 2900 1.15 Fc* 2900 1.15 Ct CL/CP 1.00 0.407 1. 00 CV Cfu Cr Cfrt 1. 00 1. 00 CF LC# 2 2 Axial LC# 2 = D+S, (D=dead L=live S=snow (All Le's are listed in P = 35265 lbs w=wind I~impact C=construction the Analysis output) CLd=concentrated) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCl- Columns (Structural Composite lumber): the attached SCl selection is for preliminary design only. Forfinal member design contact your local SCl manufacturer. \~ ~.ARNOLD AND ~'O'SHERIDAN INC Date: 11122/2004 Project: Kwik Trip Job #: 040102 N By: COW Path/File: i:\iob# CONSUi.TING fNCINEf.~S Page 13 Lateral Analysis BuildinQ Footprint Transverse Wind 1\ @Eave= Total = 139 plf 135181bs. M OT= 149 k.1t 61 It , Shearwall Length Front 50 It Side 54 It MR= 3621 k'ft F.S. OTM Roof 24 >1.5 okay Wall 111 125 135 153 'I V(plf)= V Design= I~ 97 It ;:1 Lonoitudinal Wind @Eave= 211.2 plf Total 12883.2Ibs. M R= 6106.441 k'ft ~ " 5 psf 11 It ~L- I i\ 16 psf 11 It \f Transverse Wind M OT= 142 k'ft F.S.OTM Roof 43 >1.5 okay Wall 66 129 81 157 "", ~ 1.\ \? 11 It V(plf)= V Design= 1\ 11 It \'/ V max= 135 Longitudinal Wind Min Required Roof Sheathing & Connections edge spacing= 6 Common Nail = 10d Min Fastener Penitration= 1 1/2" Min Panel Thickness= 15/32 Diaphragm Capacity= 255plf Wall Sheathing edge spacing= 6 Common Nail = 10d Min Fastener Penitration= 1 1/2" Min Panel Thickness= 15/32 Diaphragm Capacity= 310 if' ARNOLD AND 'j'O'SHERIDAN INC CONSULTING ENGINEERS I I I I DEMING'vVAY, MADISON, \iV1 53717- I 953 TEL: 608,82 I .8500 FAX: 608.82 I 850 I ~ eAVIW'l\ti~\~ W~.,.... '" &;... 0 /A.' 'Cp", l hv-JAJ V' (J ~l, C7Vf',fy (0 x, lWt-f- ~ro), 1Ic"lA.. \ I'J"", 10., v.) ",d, V Df,J V ~ (X \ ~~ ;: 'f (" t~,)i' .. <.I,. \',)1., j: '>""', (j '" \I . ~ ~4} ~". ,. .J", ~ t9!.r- ~'-"",- ~;s\'r- 0. ! \ i I C \)<X~)b.j/!"il"'t\ .--, \~' :- '),~C)o \ '1) % I o'S \' I S O'~' I"> I ~, ,v .. \ {; €> tL\ (::'\ ':O{,,!)";', ':.I j " I I- \? \ &2>6 u-\ e~w( >\\ I.- ;) ( ^".. \~ r'l( UJ I;r..,tt JOB NAME ttl)\~ 1)?\f - ~$)t~7>'\'1V.J- lOB NO.' DATE ~'2 "'. () (' _ ENGINEER, ~ SHEET 1,0.' t ..o~I~S . . ~DV) A t'cJ' S (f'N-U' \ \ M~P 'p"Jl4 ~ ~ ~'.._. -. ~~'-."..-.._."._.,-~-.."--- 63 S- \{ - - , <6 -, ! t. '~ , 'r" llcE -:z.r j~ I i \ \~i-,A {\0c,Ll fbJr"1'-.9 _ e>,L.kit) \ "(O'~~r: , \ ! i i 1"1x 2. ~ w"-.d q ( \r \ or.1 \; ~ =- \O~t " [110 Z~rw , ,r I Wi ~ '2:~5 1 . \.:; ISo) .\c tJ.D. ,.,\ ~v Vdl",V \,lAllA. )~( 1\'1,' .oc)lP 12)<L\(',':,\ f4- ':1 "yc( -OJ \.."0 J \[c),-Y- t IZ~to,J C'(,d 1'\ ',J~V\ I 17 c Vc \ It , -- \1<; 0 Il~ ARNOLD AND IA'I 0 ISH E RID A N IN C CONSULTING ENe I NEE P. S I I I I DEMING WAY, MADISON, WI 53717-1953 TEL: 608.82) .8500 FAX: 608.821.850 I ~Or:y., v ('~ ,_ ....11.J...;. \ 1.."( ')1) :,\ ..~--...~- 2>\')(:: "'sov ' \ \, (p ( \ 'I I l '2' $yo'-J l(\.eO, \\..<> JOB NAME JOB NO. DATE, ENGINEER: SHEETNO' (7 MCE Parameters - Conterminous 48 States Zip Code - 55901 Central Latitude = 44.065571 Central Longitude = -092.51005 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 005.5 1.0 003.0 Map Value, Soil Factor of 1.0 Map Value, Soil Factor of 1.0 'IJi': l'l Echo Sheet -~(IBC) Environmental Load Design Criteria -Input Building Code: Project Name: Project Number: location: Date- Engineer me kwiktrip' "':;;'00 t'R\O It (; t\ ~el ,...,J IBC Environmental load Criteria Ref. General Criteria IBC Table 1604.5 IBC Secbon 1609.4 Building Category Exposure Category Input i l,tI,lU,orIV(letters) b A, B,C, orO IBC IBC IBC ASeE ASeE Snow Load Criteria Fig 1608.2 Ground Snow, Pg SO pst Table 1608.3.1 Exposure of Roof P F, P, or 5 for Full, Partial, Of Sheltered Table 1608.3.2 Thermal Factor, Ct 1 see remark Section 7.4 Unobstructed Slippery Roof? N Y or N for Yes or No Fig. 7-8 Optional _ Input (S) Upper Roof Lengths for Drift Calculations lu(1) 0 It lu(2) 0 ft lu(3) 0 ft IBC WInd Load Criteria Fig 1609 Wind Speed, V IBC IBC IBC Earthquake Load Criteria Fig. 1615 (1) 0.2 See Spectral Response, 55 Fig. 1615 (2) 1,0 Sec Spectra! Response, 51 Table 1615.1,1 Site Class Seismic Weight IBC Table 1617,6 Basic Seismic Force Resisting Systems East-West IBC Section 1617.4.21 Table#1,2,3,or7 Table Letter A to U CI North-South Building Geometry Input IBC Section 1617.4.2.1 Table # 1,2,3, or 7 TabteLetterAtoU CI 90 mph 0.055 0.03 D 351 9 9 A,B,C,D,E kip 1 Bearing Wall System h Ordinary reinforced masonry shear walls 0.02 see remark 1 Bearing Wall System h Ordinary reinforced masonry shear walls 0.02 seeremar\( Parallel to Ridge- Length 62 It Perpendicular to Ridge _ Width 45 It Eave Height 13 It Roof Pitch 0 degrees Gabled or Monoslope? 9 G or M Symmetrical Gable Roof Assumed, Check Manually if Not Symmetrical -- <J:: [\~,nnn~1 .~ I I'.J~! Building Geometry ISC lec ISC ISC ISC Table 1604.5 Section 1609.4 Table 1604,5 Table 16045 Table 1604.5 Environmental Load Design Criteria. Output Building Code: Project Name: kwiktrip Project Number: ~ Location: Date Engineer: rbe ~(t8C) ~\OR. \..p..'t.t: t MN O.d2:'iO~ Parallel to Ridge-length 62 ft Perpendicular to Ridge _ Width 45 ft Eave Height 13 ft Roof Pitch 0 degrees Gabled or Monoslope? 9 G or M Symmetrical Gable Roof Assumed, Check Manually if Not Symmetrical Building Category Exposure Category" Seismic Importance Factor, Ie Snow Importance Factor, Is Wind Importance Factor, Iw b 1 1 1 --- -..9 -- Drift Loads [Equation 7-4) SnowDensity,y 20.5 =0.13Pg+ 14 lu(1) 0 Fig. 1608.2 Drift Height:, hd(1) -1.5 =0.43 (lu)^0.33 (Pg+10)^0.25-1.5 Section7.?1 DriftWidth,W(1) -6.0 =4hd Pd(1} -30.8 =y"hd lu(2) 0 Fig. 16082 Drift Height:, hd{2) -1.5 =0.43 (lu)^0.33 (Pg+10)^0.25-1.5 Section 7.71 DriftWidth,W(2) -6.0 =4hd Pd(2) -30.' ~y" hd lu(3) 0 Fig. 1608.2 DriflHeight, hd (3) -1.5 =0.43 (lu)^0.33 (Pg+10)^0.2S.1.5 Section7.?1 DriftWidth,W(3) -6.0 =4hd Pd(3) -30.8 =y"hd 18C 18C 18C 18C 18C 18C ASCE 7.98 Snow Loads Fig. 1608.2 Section 1609 4 Table 1608.3.1 Table 16083.1 Table 1608.3.2 Table 16045 (Equation 7-1) Ground Snow, Pg Exposure Category Exposure of Roof Snow Exposure Factor, Ce Thermal Factor, ct Snow Importance Factor, Is Flat Roof 'Snow, Pf ASCE7-98 Fig 7-2 Sloped Roof Snow Roof Pitch, degrees Unobstructed Slippery Surface? Section 7.41 and Fig. 7-2a Warm-Roof Slope Factor, Cs Section 7.41 and Fig. 7-2a Slippery Warm-Roof Slope Factor. Cs Section 7.4.2 and Fig 7-2b Cold-Roof Slope Factor, Cs Section 7.4.2 and Fig. 7-2b Cold Warm-Roof Slope Factor, Cs Interpolated Roof Slope Factor (1 <Ct<1 .2), Cs Slippery Interpolated Roof Slope Factor (1 <Ct<1.2), CS ASCE 7-98 3ection 7.4.1 &2 and Fig 7-2a&b Selected Roof Slope Factor, CS ASCE 7.98 (Equation 7-2) Sloped Roof Snow, Ps ASCE 7-98 ASCE 7-98 ASCE7-98 ASCE 7-98 ASCE7-98 ASCE 7_98 ASCE 7-98 ASCE 7-98 ASCE7-98 ASCE7-98 ASCE7-98 ASCE7.ga Unbalanced Roof Snow Loads Section 7.6.1 Eave to Ridge Distance - W Parallel to Ridge Distance - L Roof Pitch-Degrees ASCE7-98 Are Unbalanced Snow Loads Required? LfW (Equation 7-3) B Reference Angle, degrees Leeward Roof Snow. Ridge Leeward Roof Snow - Eave Windward Roof Snow 5<J b p 1 1 1 35,0 p,f F, P, or S for Full, Partial, or Sheltered =O.?CeCtlsPg o N 1.00 1.00 1.00 1.00 1.00 1.00 1.00 35.0 YarN =CsPf 22.5 62 o No. Roof Slope is <70fIN+05 2.76 0.79259 0.5 <(8=0.33+0.167 LtvV)<1.0 16.54 =275 B Pf/(yW) Unbalanced Snow Loads Not Required Unbalancecl Snow Loads Not Required Unbalanced Snow Loads Nol Required Unbalanced Snow Loads Not Required Unbalanced Snow Loads Not Required 8:aI::r.nr:f"d anri Unbal,mr:l'!d Roof Snow Load Dia(lrams Windward Snow Leeward Snow Ridge Eave Unbalanced Snow Ll Unbalancl: Required -~ B"'hon.....d Snow I oads PF 35.0 Flat Roof Snow Ps= 35.0 Sloped Roof Snow llnbalanr...d Snow I oads ~ -- IBC IBC IBC Edge Strips and Zones IBC IBC IBC IBC Wind Loads Fig 1609 Section 1609.4 Table 1604.5 WindSpeed,V Exposure Category Wind Importance Factor, Iw Eave Height Mean Roof Height Roof Slope length Width , , , . Component and cladding selected edge strip distance, a MWFRS selected edge zone distance. 23 Section 1609.6.3 1609.6 SimplifiedProvisions For Low Rise Buildings Table 1609.6.2.1(4) Height and Exposure Adjustment Coeff. 1 =V"2190"2 x Height and Exposme .f..dj\lstrnent Coeff. 1 Table 1609,62.1(1) Main Windforce.Resisting System Transverse longitudinal Table 1609.6.21(2) Component and Cladding Loads Roof Vertical Edge Zone Interior Zone Roof Horizontal Edge Zone Interior Zone Wall Horizontal Edge Zone 12.8 Interior Zone 8.5 90 b 1 13 13.0 0.0 62 45 4.5 5.2 1.8 3 4.' . degrees =10% of least HOrJzontaJ Dimension <40% of eave height >4% of least Horizontal Dimension >3ft =10% of Least Horizontal Dimension Calculated Horizontal Loads End Zone Interior Zone Wall Roof Wall Roof 12.8 ..&.7 8.5 4.0 12.8 ..&.7 8.5 4.0 Calculated Wall Zone Area 4 10 4 20 4 50 4 100 5 10 , 20 , 50 5 100 Windward -15.4 -10.7 14.6 13.9 13.0 12.4 14.6 13.9 13.0 12.4 -15.8 .15.1 -14.3 ~13.6 _19.5 -18.2 _16.5 -15.1 Vertical Loads End Zone Windward -15.4 -15.4 Windward Overhang Maximum Horizontal Wall IntenorZone Leeward Windward Leeward -8.8 -10.7 ..&.8 -8.8 -10.7 ..&.8 Eo4 -21.6 ~21.6 Interior -16.9 -16.9 Calculated Roof _ Select Appropriate ROof Angle Zone Area 0 to 10 Degrees 10 to 30 Degrees 1 10 10.0 -14.6 10.0 -13.3 1 20 10.0 .14.2 10.0 -13.0 1 50 10.0 .13.7 10.0 -12.5 1 100 10.0 -13.3 10.0 -12.1 2 10 10.0 ~24.4 10.0 -28.2 2 20 10.0 -21.8 10.0 .25.6 2 50 10.0 -18.4 10.0 -22.1 2 100 10.0 -15.8 10.0 _19.5 3 10 10.0 -36.8 10.0 -28.2 3 20 10.0 -30.5 10.0 -25.6 3 50 10.0 -22.1 10.0 .22.1 3 100 10.0 -15.8 10.0 -19.5 Main Wind Fnr".. Resistinn s~tem Wind load Di"l'lralT! Leeward -8.8 -S.8 ~~[~ Transverse Roof Vertical Edge Zone Interior Zone Windward _15.4 -10.7 Wall Horizontal Edge Zone 12.8 Interior Zone 8.5 jonclItutiin,,1 1E '.8 '.8 4E -7.5 -7.5 4 ".8 .... 1 7.2 7.2 30 to 45 Degrees 13.3 .14.6 13.0 -13.8 12.5 ~12.8 12.1 -12.1 13.3 -17.0 13.0 -16.3 12.5 _15.3 12.1 -14.6 13.3 -17.0 13.0 -16.3 12.5 _15.3 12.1 -14.6 Leeward -8.8 _6.8 ~ - IBG IBG IBG IBG IBG IBG IBG IBG IBG IBG IBG IBC IBG Earthquake loads Table 1604.5 Table 1604.5 Fig.1B1S(1) Fig. 1615(2) Table16151.1 Table 1615.1.2 (1) Table 1615.1.2(2) (Equation 16-16) {Equation 16-17) (Equation 16-18) (EquatlOn1S.18) Table 1616.3 (1) Table 1616.3 (2) Seismic Use Group Seismic Importance Factor, Ie S. S1 Site Class F. F" Sm. Sm1 Sds Sd1 Seismic Design Category, f(Sds} Seismic Design Category, f(Sd1) Use Seismic Design Category Seismic Weight IBG (Equation 16-27) Table 1617.6 Seismic Force Resisting Systems East West Direction Basic Seismic Force Resisting System IBC IBC (Equation 16-39) IBC (Equation 16-35) IBC (Equation 16-36) IBC (Equation 16-37) EqUIValent lateral Force Procedure IBe (Equation 16-34) IBC (Equation 16-39) lec (Equation 16-35) IBC (Equation 16-36) leC (Equation 16-37) Equivalent lateral Force Procedure IBC (Equation 16.34) , 1 0.055 0.03 D 16 24 0.088 0.072 0.05867 0.048 A A A 351 =FaSs =FvS1 =213Sms =2J3Sm1 Minimum Lateral Force 3.51 =0.01wx Design Category A therefore Minimumn Lateral Force Acceptable kip Response Modification Coefficient System Overstrength Factor Deflection Amplification Factor 1 Bearing Wall System h Ordinary reinforced masonry shear walls R 2.5 )m 2.5 Cd 1.75 h" Ct= Ta= Cs= c,< Gp SelectedCs Ultimate Vbase-Cs W Service Vbase = Ultimate Vbase/1.4 North South Direction BasIc Seismic Force Resisting Syslem 13 0.02 0.1369 o 0235 0,1402 0.0026 0,0235 '.2 5.9 =Cthn^0.75 =SdsIlR =Sd11/RT =0.044 Sds I Ultimate Load Serv;ceload Response Modification Coefficient System Overstrength Factor OellectionAmplilicationFactor 1 Bearing Wall System h Ordinary reinforced masonry shear walls R 2.5 )m 2.5 Cd 1.75 h" Gt= Ta= CS" G,< Cp Selected Cs Ultimate Vbase=Cs W Service Vbase = Ultimate Vbase/1.4 13 0.02 0.1369 0.0235 0,1402 0.0026 0,0235 ..2 5.9 =Cthn^0.75 =Sdsl!R =Sd111RT =0.044 Sds I Ultimate load ServIce Load ~ Arnold and Q'Sheridan Consulting Engineers Dale: 7/15/2004 Project Kwik Trip Job #: 040102S By: RLF PathlFile: i:\iob# Des Ion Stresses Cast-In-Place Concrete: Footings/Foundation Walls fc= 3,000 psi Slab on Grade fc= 4,000 psi Other fc= 3,000 psi Reinforcing Steel: Reinforcing Bars Fy= 60,000 psi Steel Welded Wire Fabric Fy= 60,000 psi Structural Steel: Tube Steel Fy= 46,000 psi Rolled Wide Flange Shapes Fy= 50,000 psi Other Rolled Shapes and Plates Fy= 36,000 psi Structural Steel Pipe Fy= 35,000 psi Wood: ASTM A615 ASTM A185 ASTM A500 ASTM A992 ASTM A36 ASTM A53 Headers/Others (SPF #1/#2 or better: Fb= Fv= Fc= E= 875 psi 70 psi 1150 psi 1.4x106 psi Wall Studs (SPF Stud Grade) Fb= 675 psi Fv= 70 psi Fc= 725 psi E= 1.2x106 psi Fb= 2600 psi Fv= 285 psi E= 1.8x106 psi fm= 1,500 psi ASTM A307 ASTM A325 WEDGE TYPE Fy= 65,000 psi Fy= 60,000 psi ASTM A108 Fy= 70,000 psi ASTM A496 E70XX Q= 1500 PSF (assumed) Laminated Veneer Lumber (LVL) Masonry: Bolts and Anchors: Anchor High Strength Expansion Coil Bolts and Rods Headed Anchor Studs Deformed Bar Anchors Weiding Electrodes: Soil Bearing Pressure -t-, .. p._of_ ,A1ARNOLD AND AOISHERIDAN INC COt"'SUlT1NG z.Jr-tlD E N GIN E E ... S I JOB NAME, 4""'1L Th P JOB NO.: DATE: , I I I DEMING VVAY, MADISON, Vv'1 53717-1953 iEL: 608,82 I .8500 FAX: 608.82 I .850 I SHEET NO., ENGINEER: '77.. ...I- IJ.lfuJe.w\ l:.esJbJ . J , "I ~x ~ \ -~ /' D. eQ (lei:'') ~ 7Wf'-' L.. . .4. ( I. {2i' 3 (.0 r<>~ i " .J -I ~ -I r:> X'.. / , I /""..... I x~~ D w..."- ',Sr5~ ("..'c...2) W, w'\::' C ,-J 0\.1.... E..c.'21'~"',SY~> ~ 'z....:" \":k " /',J "JL. \' Ii , f .\""/\ . _ L, "', <..t,.,.--"" _ I ,r.. If'.-, ~-, .. _. . ~,~ ---'".,_.............~ D"""t I...-....Jt"\ \.J~ Tk.~ ~~\~. .. 4~ <l:-G! .4 -= 2 n r~i. i l-,' (__" c-~-i...' ('-'G ClL I=-:-.L.V.?'" IYI ~ 't;i_\lI:'-J.- '--.\:...",~)t, - .- e.~:::..\- ~):,_..9::\:::.:.E~;e~=.._~~t~~~~ "'I~~'/'''' ;".1", ,-'" .-' l__ ~ .-\2 Il,. t, ' i : :',2..13 :#'/j {Lc,C"l.. .\~} "0- js:L, ~ 4{ 3'00 (h{ ,\~~!":~ -rS\ *J \..::::l t-.-;\ \:~ r,:,.o..-,J\8'>-.;.",,\ : t ~>',7J '2.?f<'"\ \! 2,',' 1:\ . C, !-,,, 181 F-r.',,( n laM:> to"'.b: tAw: p. ~"'"hlil:n JL~ 7>::'1,41, D.l ,-!:; ~'A ..-, c 1<-:): ?... J,"'/!,~-tf. ,~ '. ~:~i.... I.,A ~ ~~S J-tJ!. >c.. :/...; .:S~ ~lYv~~ 'F'- ~ 4~~S ~i'~ I ~_ , "ti-.1~'LA-r~'(:....arJ .'~P.'QLf"':"-/' - ---_.,----- \\ ALL ~~~.~S~~Sl-~~--~.r~~~~M.~;:.~~:I--.~\;:.':Z,~~~~~ :-~-.-!~f~~Q~" J) r;_(iC:j , \ '...' , ,., .. ; { ~. 1.J 1) ~'..i+.,\.t '" (. \\ ~.' !Zt.,.JF../ iff€lo'{)C.. --------------~---_.- .-- ------. -.-. -~- t)nreinforced Concrete Masonry Design Aids Section 2 t~ ~ CHART 2.4.18: Unreinforced WaJllnteraction Diagram for Load Combinations Not Including Wind or Seismic ~ "I~ ~~ I ~ . ~. I ~I ~ h;7,~ ' // ' //, /~/! j/{/ ) ~I.'/ / , /, I / , I I , 14,000 13,000 12,000 11,000 10,000 9,000 E' 8,000 :e '0 .. 7,000 0 ...J <ii " <( 6,000 5,000 4,000 3,000 2,000 1,000 0 0 ~' v;: Horizontal V Load G0 (==:)'/::: s:; @@ ~ 1 '\)'<'7 1- - I I I I Axial Load -re ra ~ r::; s:;; ~ ~ v:;:: V.....-::; PCl or Mortar Cement - Type M or S Masonry Cement or Air-Entrained PCl- Type M or S - PCl or Mortar Cement' Type N ,Masonry Cement or Air,Entrained PCl, Type N //- //('-' //f'~ ;;?' / , / , . , i #/97:: ~i' i ./ " t/ ." ar" , , / ,I ./ , .' /' '. I : "f . I 500 11 5fE:~ , - 1~v::.- \).\- :,.t7~;' " I V' ' " 1,000 Ungrouted - Unreinforced f m = 1,500 psi "om= 12 in H "12ft 1,500 Moment (ft,lb/ft) 2,000 2,500 3,000 2.63 r1I ARNOLD AND 1;"110 I SHE RIDAN IN C rzlfl JOB NAME. ~ CONSULTING ENGINEERS JOB NO.. DATE' \ I I I DEMING VVAY, MADISON, \tV1 53717- 1953 TEL: 608.82 I .8500 FAX: 608.821.850 I ENGINEER, SHEET NO., \ \~aJ>tMY:J WJ~t\lV~~ -eVIu:.H___l_ b <7l c.4 W~ l\ tlj'j...<:l) ~ \,? q 1.... ~V Clcct<A/ V-tl.... k , \'7~rv/ 'I (11\ LA)II~ tJ. I ' .ll)r';" 1: ti', (,,( >". W8fb ~ j' , \ 1.,11',' t, DIe, IV,. "- 'I >, "")~ ., ~, .), ; -....--' I I t,{; yr~ I , , I I ! , If ( ,) ..-: ~, ' 'C. (., II C'" f t;:'Ytl. uJt/.IA -' 9\'1, <; [) \ \j~l \ \,iJv \.( 4.1. i;:'). "7,'1t.. lit' d, (';wu 50 C/. I I ,I 121 y/t/' t.Jrli'l I ,\ 1/ 1 I.P \\/~. c\~~( \ '{cv) , , \' ' . "'ii! ,,'I .1, ..' ....\ v['" '. C "';1 c:' uJtd.L qUi;'! }'.'~ , 3&0 ~oi!W VI',' /~o dt7(g ; :;,l(~ ft. ~~~\l ,'Sx(\~)_ ,c,\)., I.SS-V. " 4. I! I , .J r q fMJj't) J' i/ 1,: ~ I \'l Y!(1' v", ~_ ARNOLD AND i'l Q'SHERIDAN INC CONSLJLTING ENGINEERS I I I I DEMING WAY, MADISON, VV! 53717-1953 TEL: 608.82 I .8500 FAX: 608.82 I .850 I t 'l,,~t()/ ~-y-t) lJ..h!U ~ ,,~J ('?,l X t1..~ i<'i\' , ::- 10L8 \J)JJ " \ I i)" i \/ "l' l(vf?\ \. ,~ , " I~o i -"'I I 1~1./~71{ j I_If, 1 "1' ~/" '(/IN V' (.' ,",,' I iL l 'Jl \ "2 ( '-' t,l \,( I~I;' lVi'I/.!.} JI J I ~ \ L . II i " i: U \ \ l ' ' I,. 's \ \I, \JIJ _ ~ I Y"-! I I, ,<,' \ . r-. (I'" V' \. v . \ ~. - /' ). '7 ~) 1 ' \t ~ ~~l U'A ,1 I,~.\ i ", 'ti r: ? \",\4 J)> ," ?6(, . \~C . \' Cf;'f.. lGo' 't ~ I ,. r-"~ r-- 1) Il. iLr<J - I, I-v ['2 ; t, I V /'C"",iJ "" v; f'" [ i 1 I"~ /"'1~,., i. (.:- l>-''->,\, ,"'t,,!!';,--,. \ 'v . ! 1'," ", VV\CY'\'4.-<"i, ,'I j ti ,d" i ifl2 ...."..- l,{;li.Jl' ,,1))5! ..ft!'C, tj ~-" !^ f 'f I ~ l' ) '" }t:> ",--"-'-"-" ,/,1 \" ~'\)t"JH ,\'; .' I,~ 'Z I\.{O JOB NAME JOB NO. ,~,_ ENGiNEER. I' I , i , ~- . n , \ '.,,; 1.J7 DATE SHEET NO. ,>..I 0 If{ '" I"~] "l\'~{ t,~(,;, ,l/I.'f-'i'fx.,S"\\'l~, \ ',oJ 1\'3.0 i\i \ ' .V \: ., \ ^.' '). "" (. ..,., '-("'," ,-,. 'I' /~"Jl\'f~)jl\l vf\.,i,L-::'w. lr; ,,><, ;'~ \,,' .~', ..., ." r , :1 ^". \',-\ \ \0-., ~)( > I'), (; ,f,!\:\' c'.:. {\ M~'~ 0 k. ."."""''- '!f~ ARNOLD AND 1'10 ISH E RID A N IN C V6 JOB NAME CONSULTING ENGINEEf\S JOB NO.' ___._ DATE, I \ I I DEMING WAY, MADISON, VVI 53717- 1953 TEL: 608,82 I .8500 FAX: 608.821.850 I ENGINEER, SHEET NO, ~~/~1l(:aA S .2..""'_......_""'-'" .'''..---......-.---'--.....--..............-'-.-....''....."f'.'.-c...-. I l)J'\J D weill) !?~t u,~ ~Nj~ rJ.( l \ ..lL \ ~ l S !<t 'f..7 '( t,;C '(. (III,. ~l \)J W..J , I (II.., \ y" p, t." i4' >c. -(~. 4<; .' '{ li\ C,. V\~! ~' J,,",{, ". t,i _t.l---- '" I, "t'f,l\ ,v' l'V\ \~ 1\ ARNOLD AND ~'OISHERIDAN INC ONSVl-TING E N GIN E E f>. 5 I I I I DEMING WAY, MADISON. \!\II 53717-1953 TEL: 608.821.8500 F:AX: 608.821.850 I ~ A-JAL"1SLS: ,,/0 ,L T A.Q -, . 2'" , \0'''' , I A',o .L -,( \\'~' 1 t (' rz,#,,.-..J f1..(f c'/ ,I ,-l -l " , \ ,". ~'-'b 4Q' A~ A.p ..:"-:, fu "1:"'$ 4....; ., l' f t 1 1 1 ( '~wc ~.~"''- ' I ,~ ~VoI>1' 4.1,\ C!.... +-0" W"''-L~ -(.. , ---'7 4.7f,z. ~ . 1'1 \~' , ;- ",",,-."'., ..,-- l/( u(: \A-.(,,::")' 1~.S'l'-' IJ.}Vd ' I..S /1.<1- (,.;;1 ' 3.,/> > I :. f...: r\",,-~~.:: r . 1'~ " '. \.,., "~",. fi' IAI . 'l';:-r"i'!.., '\1$1$' 1\.1 ~" l.)~: 0$... 108 NN1E, lOB NO' ENGINEER A:'" .~ .r 1 O'\~)I lLlA )$L.. nz.., r 1.-' " DATE: JC-.f.. SHEET NO 4-- I<- ---"" G,t J ~ I. i'j - \~ ~ " I ~- .' . ~ vJ' ~'~/'2t>=.I3G" \' ......... -: ~. -r ~ ----"7 NJ' I.~..... ":^c' ., , t I 1 I .. \ 4,1'1 C ',^, U.L o.l1&.'t'JrLW' '" [" : v.1 J ~ 1I'''I,(".lS.9.~5). ;;.1.. ~ 1 ,,' '( j J u i , . ::;r::c; 1... ,,(,;;' .q", /, I. II......) l-J...", 4' ~. 1, (1..,';'+ 6A#..~ TL.,~-:' o,~(t~\''i.url >\/..<s,,,,' 4ZY~'~"'1",Uf/'l ../-o-?~B;;' fso;-:, 4lf6'f't>/,.,oo ~ "l.~, ,>/,f""'QII- W&- t.,\ US,i.<.,T ~ qo...' (J,)1.-(L ::. t, -:. (14 J. "T'(l:c<L_; C1~T)f 1."'\. =>t.4 -". ......-~) (-. -,~, ." ". ~l~\...-WsJ:: tvl'- , ~ A Geotechnical Evaluation Report for Northwest Investments, Inc, Proposed Retail Development Mystic Lake Drive NW Prior Lake, Minnesota Professional Certification I hereby certif'y that this plan, specification or report was prepared by me and that I am a duly Licensed Engineer under the laws of the ;:p~ \,.. ':~ i\~ .' '.,1--' I."'. Michael A. McCullick, PE Project Engineer Registration Number: 43032 November 22, 2004 "1 .-;C"i' " ,. --,,'; ',,:-.',.. .". '~ ~ Li\ I,," 'j-\-;' ,,!'..J ",r"')',:_,,.:, . ~ :,~'-",,, Project LC-04,066 I 0 Braun Intertec Corporation ~':' i ";- ....', ~. ...~ ''''~ .: .'.:il_.' . ~ ': : . .:':,'" ,::.~i ":-' BRAUN INTERTEC Braun Int.rtec Corporation 2831 larson Street lo Crosse. WI 54603 Phone. 6087817277 fax 6087817279 Web: braunintertec com November 22, 2004 Project: LC,04-0661O Mr, Troy Batzel Northwest Investments, Inc, 1626 Oak Street La Crosse, WI 54603 Dear Mr. Batzel: Re: Geotechnical Evaluation for the proposed Retail Development at Mystic Lake Drive NW, in Prior Lake, Minnesota The geotechnical evaluation you authorized has been completed. The purpose of this evaluation was to obtain soil and groundwater information and provide recommendations with regard to geotechnical aspects of the proposed Retail Development in Prior Lake, Minnesota, Our services were performed in general accordance with our cost estimate dated October 28, 2004, and our General Conditions dated March 2003. Summary of Results We completed five soil borings for this project. Braun Intertec previously performed excavation observations and compaction tests during the grading for this site. Engineered fill was encountered in the borings to depths ranging from about 8 to 16 feet. The fill generally consisted ofIean clay with sand and gravel, and sandy silt. Glacial deposits were encountered below the filL The glacial deposits consisted of lean clay, lean clay with sand and poorly graded sand. Groundwater was not observed in the borings. Summary of Recommendations Based on the results of the borings, and our previous excavation observations and compaction tests, it is our opinion the site is generally suitable for the proposed construction. In our opinion, the existing engineered fill and underlying glacial soils are suitable for fill and building support, Based on the borings and completion of the recommended site preparation, it is our opinion the proposed structure can be supported on a typical shallow spread footing foundation system designed for a net .U~b], 00" b..riog -~ 'p u'ruI' "" "'- foo'. LC,04,066I 0 .. Providing engineering and environmental solutions since 1957 Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC-04,0661 0 November 22, 2004 Page 2 General Please refer to the attached report for a more detailed summary of our analysis and recommendations. Thank you for the opportunity to be of service on this project. If we can provide additional assistance or observation and testing services during constmction, please call Mike McCullick at (608) 781,7277 or Greg Bialon at (952) 995-2380. Sincerely, BRAUN INTERTEC CORPORATION d,~ -- Project Engineer , ~Q JJ-6~ Gregory J. Bialon, PE Associate-Senior Engineer Attachment: Geotechnical Evaluation Report c: Braun Intertec Corporation (Bloomington) Table of Contents Description................................................................................................................... Page A. Introduction,...,..................,...............,......,.. .........................................'.....,....." ....".......,......" ..,....., I AI, Project,....,....,..,..,...."..,........................ ............,.,..,.....,...... ..... '...........,......' .... '...... ....,... ......... I A2, Purpose .....,................... ............,..,..,......,..............."...,..,.......,.............. .................,.......'...., I A3. Scope........., ..."......................... ............",...."....,......................"",.,...,........,.....................", I A 4 , Available Infol1llation..............,...,..",......................."...,.,......,...................,..., ,.................. 2 AS, Locations and Elevations...".............................. ......."... ....................,.................,. ....................'... ..,... 2 R Results.".....,.......................,..",..,.........................,. .................'...................,.,.............., .........'......... 2 RI. Soil Logs .,...,....,.... ..............,.......,.............. ...,.... ,..,........................,...,...................... .......,.. 2 B.2. Present Site Conditions ..................,..,...."............... ",. .,..,...,...........,.,." "........... ................ 2 Bo3. Soils.......,................ .......,..."........,.......... ,.."..."...................".".................".......................... 3 BA. Groundwater ... ..'..,...,.................... ,.......,................,......................,...,..,..........................,.... 3 B.S. Soil Analytical Results................,........................,...................."..,......................" '...,........ 3 C. Analyses and Recommendations ,.........................,..............'..........,.......'.....',.............,...................... 4 C.I. Proposed Construction .............. ..'.....,.............. ........,......................,...................,............. 4 C.2. Discussion.......,..""..,.............,............,..............,.., ..".,.......... ......... ...... ................'..' ..,... ,... ........'... 4 C3. Building Pad Preparation .................................................................................................. 4 CA. Building Foundations. ,..",.,.,................. ................. ....... .....................'...,....................,......... 5 C.S. Floor.......................,......,................,..........,...... ..... ,....................".................... ...,..,........... S C. 6. Exterior Slabs......,....., ,..".............. ......"................,.....................,.................,..".,..,........... 6 C.T. Site Grading and Drainage..................,................,..................,..,....................................... 7 C.S. Utilities,.................. ........".,. .....,...............,.,......... ..."................,...".,...,.........,..""..,..,........ 7 C.9. Pavement Design......,..,.,...,..........,... ..................,...""................',...........,...,..',.................. 7 C,IO. Underground Fuel Tanks ........,....................,.......................,..............,...................,........ 9 D. Construction Considerations.......... ...""""...........,..",.............,..,.,.."........."..."...........,.....,....., 9 D.I. Excavation ............,......,. ....,."...,................................,...................., .,...............",..,........... 9 D.2, Observations and Testing During Construction ............................................,................. 10 Do3. Cold Weather Construction ............,...",.......................,...........,............"..,..,..............,.., 10 E. Procedures....,.,.."........................,.........,............... .......'.. ...........",.,...,.......,.,..................,..".,... 10 E,I. Drilling and Sampling................,......................................................,.........................,.... 10 E.2. Soil Classification .',...,."......'............,...,........................,..................,..,..........'..,.................. II Eo3. Groundwater Observations..................,........,..,.... ...................... ........'..,...... .,.............,..."....... II F. General Recommendations...""...........,... .......,...............................,... .......'...,. ..,... ....,..,..,................ II F .1. Basis of Recommendations ............,.......,............,......................,........',....,...........'. ......,.,..... .'. II F.2. Review of Design .......,..",.,..,..................,..............,.............."..,..,.. ........,..."............,.,....,....... 12 F o3. Groundwater Fluctuations .................,... ...........",.............,..,.... ...'....,.,.............,..............., 12 FA. Use of Report.,.,..............,.,....,......... '.....,..,........""...,.......,..,. .............",................"........, 12 F.S. Level of Care ....,..."... ...'..'"..... ............ ................,.,...............,'." ,.........,....,............,....,....... 12 Appendix Soil Boring Location Sketch Descriptive Tel1llinology Log of Borings ST-I through ST-S Fence Diagram Laboratory Analytical Results BRAUN INTERTEC Braun Intertec Corporation 2831 larson Street La Crosse, WI 54603 Phone 6087817277 fox: 608781 7279 Web: brauninler~ec com A, Introduction A.I. Project Northwest Investments, Inc. is proposing to construct a single,story, slab,on-grade building located on the east side of Mystic Lake Drive NW in Prior Lake, Minnesota, The proposed construction will also include adjacent parking, underground fuel tanks, gas islands, gas pumps, a canopy and a carwash. The building footprint will encompass about 3,200 square feet. A.2. Purpose The purpose of this geotechnical evaluation was to evaluate soil and groundwater conditions at the site. The infOImation obtained will be analyzed to provide opinions and recommendations regarding geotechnical aspects of the project. A.3. Scope Mr. Troy Batzel of Northwest Investments, Inc., authorized us to proceed with conducting soil borings and preparation of a geotechnical evaluation report on October 28,2004. Our services were provided in general accordance with our cost estimate dated October 28, 2004, and General Conditions dated March 2003, Our proposed scope of geotechnical services consisted of: . staking the boring locations, . coordinating the clearing of public utilities, . drilling five standard penetration test borings to depths of 20 to 30 feet below existing grade or to refusal, ifless, . determining approximate ground surface elevations at the boring locations, . returning the samples to our laboratory for visual classification and logging by a geotechnical engineer, . perfOIming laboratory tests on select samples, . analyzing the results and fonnulating recommendations, and . submitting a geotechnical evaluation report containing logs of the borings, a discussion of the soil and groundwater conditions, and our recommendations for site grading and foundation design. . Pwviding engineering and environmental solutions since 1957 Northwest Investments, Inc, Geotechnical Evaluation - Prior Lake Site Project LC-04-066I 0 November 22, 2004 Page 2 AA. Available Information Mr. Batzel provided us with a site plan, which showed the proposed building, canopy, and underground storage tank (UST) areas, The site plan also showed the proposed parking areas and existing and proposed streets. The site plan was untitled and was undated, Braun Intertec previously performed excavation observation s and compaction testing services during the grading of this site. The results were submitted in our report BODX-02-l40C, dated February 13, 2003. A.5. Locations and Elevations Braun Intertec selected and staked the boring locations in the field using the existing roads as references. The approximate boring locations are shown on the sketch in the Appendix.. Surface elevations at the boring locations were referenced to the top nut of the fire hydrant located on the east side of Wilds Path. An assumed elevation of200.0 feet was given to this benchmark. The surface elevations at the boring locations should be considered appIOximate. B. Results B.t. Soil Logs Log of Boring sheets indicating the depths and identifications of the various soil strata, penetration resistances, laboratory test data, and groundwater observations are attached. The strata changes in the borings were inferred from the changes in the penetration test samples and auger cuttings. The depths shown as changes on the borings between the strata are only approximate. The changes ar'e likely transitions and the depths of the changes vary between the borings. Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types, blows per foot, and available common knowledge of the depositional history of the site. Because of the complex glacial and post-glacial depositional environments, geologic origins can be difficult to ascertain, A detailed investigation of the geologic history of the site was not perfonned. B.2. Present Site Conditions The location of the proposed construction is currently a vacant outlot to a residential subdivision, Lake Drive NW borders the site to the west and Wilds Path borders the site to the east. Mystic Northwest Investments, Inc, Geotechnical Evaluation - Prior Lake Site Project LC-04-066 I 0 November 22, 2004 Page 3 B.3. Soils The soils encountered in the borings are summarized in the sections below. During drilling, penetration resistance tests were performed in the borings, The results are shown on the Log of Boring sheets in the column marked "BPF" (blows per foot). Penetration resistance values provide an indication of the relative densities or strengths of the materials encountered. B.3.a. Fill. Engineered fill was encountered in the borings and extended to depths ranging from about 8 to 16 feet. The fill generally consisted of lean clay, lean clay with sand and gravel, silt, and sandy silt. The fill was brown and moist to wet. B.3.b. Glacial Deposits. Glacial deposits were encountered below the filL The glacial deposits consisted of lean clay, lean clay with sand and poorly graded sand. The glacial soils were generally moist to wet and were brown in color, The penetration resistances within the glacial clays ranged from 9 to 19 BPF, indicating rather stiffto very stiff conditions. The penetration resistance within the glacial sand was 16 BPF, indicating medium dense condition, B.4. Groundwater Groundwater Measurements. Groundwater was not observed in the borings while drilling or to cave in depths ranging from 17 to 26 feet immediately after withdrawal of the auger. It should be noted, however, that in clay soils, it may take several days for groundwater in a bore hole to rise to its hydrostatic leveL Also, seasonal and annual fluctuations of groundwater should be expected. Elevated levels should be anticipated following spring thaws or periods of heavy rainfall. B.5. Soil Analytical Results Soil samples were collected for analytical laboratory analysis from boring locations (ST,1 through ST-5), Continuous soil sampling was conducted from the ground surface to a depth ranging from 20 to 30 feet below existing grade. The soil samples were field screened for the presence of organic vapors using a photoionization detector (PIO). Organic vapors were not detected above background levels (greater than 10 parts per million) in any of the soil samples collected, Soil sample organic vapor results are summarized in Table 1. Additionally, soil sample(s) were collected from each of the five soil borings. All soil samples were submitted for laboratory analysis of volatile organic compounds (VOCs), Laboratory analytical results indicated that all VOC constituent concentrations were below method detection limits in the soil samples collected from ST-l through ST-5. Based on these results, VOC constituent concentrations exceeding Minnesota soil standards are likely not present in the vicinity of the Project No. LC-04-06610 Proposed Kwik Trip Property 140th St NW & Mystic Lake Drive Prior Lake, Minnesota Table 1 Soil Sample Organic Vapor Results - June 24 and 25, 2004 (concentrations in ppm) Depth ST-1 8T-2 ST-3 8T-4 ST-5 2.5 ft 0.0 0,0 0.0 0,0 0,0 5ft 0,0 0.0 0,0 0,0 0.0 7.5 ft 0.0 0,0 0,0 0.0 0.0 10 ft 0.0 0,0 0.0 0.0 0,0 12.5 ft 0.0 0.0 0.0 0,0 0.0 15 ft 0.0 0,0 0.0 0.0 0.0 20 ft 0.0 0,0 0.0 0.0 0,0 25 ft 0.0 0.0 30 ft 0.0 0.0 Northwest Investments, Inc, Geotechnical Evaluation - Prior Lake Site Project LC.04-0661 0 November 22, 2004 Page 4 ST-l through ST-5 boring locations. Soil laboratory analytical results are summarized in Table 2. A copy of the laboratory analytical report is attached in the Appendix.. C, Analyses and Recommendations C.!. Proposed Construction The proposed building will be a one,story, slab-on-grade structure approximately 3,200 square feet in area. The project will include adjacent parking areas with related drives and utilities, underground fuel tanks, gas islands, pumps and a canopy. Mr. Batzel indicated the underground fuel tanks would be about 14 feet below existing grade, at about elevation 190. Specific loads were not available at the time of this report. For the basis of this report, we have assumed wall loads will be less than 3 kips (3,000 pounds) per lineal foot and column loads will be less than 30 kips, We have also assumed a finished floor elevation of202.0 for the building. If the proposed loads exceed these values, if the proposed grades differs by more than 2 feet from the assumed values, or if the design or location of the proposed building or parking areas change, we should be informed. Additional analyses and revised recommendations may be necessary. C.2. Discussion Based on the results of the borings and previous earthwork, it is our opinion the site is generally suitable for the proposed construction. It is our opinion that shallow spread footings and a slab-on,grade can be used. C.3. Building Pad Preparation C.3.a. Excavation. Existing vegetation should be removed from the proposed constlUction area, The excavation should be completed in a method to avoid disturbing the underlying lean clays and sandy silts that are moisture-sensitive. C.3.b. Backfill and Fill. We recommend backfill and fill be debris free, non,organic, mineral soil placed and compacted as recommended in the following paragraph, Sandy gravel and sand are generally preferred materials, as they are easier to compact The on-site soils appear to be suitable for reuse as engineered backfill or fill. However, they will likely require some drying ih order to achieve the recommended compaction. Project No. LC-04-06610 Proposed Kwik Trip Property 140th St NW & Mystic Lake Drive Prior Lake, Minnesota Table 2 Soil Laboratory Analytical Results - September 27, 2004 ST-I ST-2 ST-3 ST-4 ST-5 PARAMETER (mg/kg) (2,5 ft) (2.5 ft) (2.5 ft) (2.5 ft) (5,0 ft) Acetone <0.25 <0.25 <0.25 <0.25 <0.25 Benzene <0,025 <0,025 <0.025 <0.025 <0.025 Ethylbenzene <0:025 <0,025 <0.025 <0.025 <0.025 All other VOCs analyzed were also below reporting limits. Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC-04-0661O November 22, 2004 Page 5 The material should have moisture contents within 3 percentage points of its optimum moisture content. Each lift should be compacted to a minimum of98 percent (below the footings) and 95 percent (above the footings and below the floor slab) of its maximum dry density as determined in accordance with American Society for Testing and Materials (ASTM) Test Method D 698 (standard Proctor). C.4. Building Foundations C.5.a. Depth. We recommend the perimeter footings bear a minimum of 3 Y, feet below adjacent exterior grades for frost protection. Interior footings may be placed immediately beneath the floor slab. If winter construction is being considered, we recommend that the interior footings be provided with frost protection. We recommend any isolated exterior footings have a minimum of5 feet of cover over the top of the footings, We recommend piers of isolated exterior footings (if any) be securely tied to the footings with reinforcing so that frozen soil adhering to the side of the piers do not heave the piers. C.5.b. Subgrade. At these depths, we anticipate the perimeter footings and interior footings will bear on compacted sandy silt or lean clay fill, C.5.c. Bearing Pressure. If the pad and footing subgrades have been prepared as recommended above, it is our opinion that footings may be designed for a net allowable bearing pressure up to 3,000 pounds per square foot (pst). This bearing pressure includes a factor of safety of at least three with regard to bearing capacity failure. C.5.d. Settlement. We anticipate total and differential settlement of the foundations will be less than I inch and 1/2 inch, respectively, under the assumed loads, Buildings similar to the proposed building can generally tolerate settlement of this magnitude. C.5.e. Exterior Backfill. We recommend backfill placed on the exterior sides of the foundation walls in landscaped areas be compacted to a minimum of 90 percent of its standard Proctor maximum dry density. Beneath steps and slabs, it should be compacted to a minimum of 95 percent. Soils from the footing excavations may be reused as backfill. Backfill should be brought up uniformly on both sides of the foundation walls to minimize displacement of the foundation walls. C.S. Floor C.6.a. Subgrade. We anticipate the floor subgrade will be lean clay fill or newly compacted fill. Backfill in footing and mechanical trenches should be compacted to a minimum of 95 percent of its standard Proctor maximum dry density, Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC,04-066I 0 November 22, 2004 Page 6 C.6.b. Subbase. Clayey and silty soils are easily disturbed when they are wet. If clayey soils are used for the backfill and fill, consideration should be given to placing 6 to 12 inches of crushed limestone screenings or crushed limestone aggregate base immediately beneath the floor slab to provide a more stable subgrade during construction. C.6.c. Vapor Retarder. If floor coverings or coatings less permeable than the concrete slab will be used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. (Some coverings, coatings, or situations may require a vapor barrier, Le., a membrane with a permeance less than 0.3 perms.). Industry standards generally allow burying the vapor retarder or barrier beneath a layer of sand to reduce curling and shrinkage of the concrete, but this practice risks trapping water between the slab and vapor retarder or barrier.. C.6.d. Subgrade Modulus. We anticipate the floor subgrades will consist of compacted lean clay, We recommend a modulus of subgrade reaction, k, of 85 pounds per squar'e inch per inch of deflection (pci) be used to design the floor with a clay subgrade. If a minimum of 6 inches of compacted crushed gravel road base or limestone screenings is placed immediately beneath the floor, it is our opinion that a modulus of 135 pci may be used in floor slab design.. C.6. Exterior Slabs We recommend the existing fill and topsoil be removed from beneath exterior slabs. Fills and backfills should be compacted to a minimum of 95 percent of standard Proctor maximum dry density, The on-site lean clay and sandy silt soils are considered frost-susceptible soils. If these soils become saturated and freeze, I to 3 inches of heave may occur. This heave may be a nuisance for slabs or steps in front of doors and at other critical grade areas. One way to reduce this heave is to remove the frost, susceptible soils down to frost depth and replace them with nonfrost-susceptible sand or sandy graveL Sand or sandy gravel with less than 5 percent of the particles by weight passing a number 200 sieve is considered nonfrost-susceptible. If this approach is used, we recommend a drainpipe be installed to remove any water that may collect in the sand or sandy graveL The bottom of the subexcavation should be gr'aded so the water flows to where it Can be collected by the pipe and drained to another drain tile or a water collector system for discharge, An alternate method of reducing frost heave is to place a minimum of 2 inches of extruded polystyrene foam insulation beneath the slabs and extending about 4 feet beyond the slabs. The insulation will reduce frost penetration into the underlying subgr'ade and thereby reduce heave, Six to twelve inches of granular material is generally placed over the insulation to protect it during construction, Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC-04-066I 0 November 22, 2004 Page 7 Another alternate for reducing frost heave is to support the steps or slabs on frost-depth footings. A void space of at least 4 inches should be provided between the bottoms of the steps/slabs and frost'susceptible soils to allow the soils to heave without affecting the steps/slabs. e.7. Site Grading and Drainage We recommend the site be graded to provide a positive run-off away from the proposed buildings. We recommend that landscaped areas be sloped a minimum of 6 inches within 10 feet of the structtues and that slabs be sloped a minimum of2 inches. In addition, we recommend gutters and downspouts with long splash blocks or extensions. e.s. Utilities Soil types encountered during utility installation wilIlikely be lean clay or sandy silt. Based on the borings, the soils encountered at typical invert elevations are generally suitable for utility support. We recommend a granular material be used for backfill or bedding around the pipes. Soils from the trench excavations may be used as backfill above the bedding. We recommend utility trenches not be constructed under footings or within the zone of influence of footings (I: I area). Above footings and below the floor slab, we recommend backfill be compacted to a minimum of95 percent compaction, For trench backfill in any parking and drive areas, we recommend the backfill soil be compacted to a minimum of 95 percent to within 3 feet of subgrade and 100 percent in the upper 3 feet. e.9, Pavement Design C.9.a. Subgrade Preparation. We recommend removing any vegetation from below the proposed parking and oversize areas, The exposed soils should then be scarified, moisture conditioned to near its optimum moisture content and compacted to 100 percent of its standard Proctor maximum dry density, The pavement area should be oversized I foot behind the curb for each foot of fill placed below the curb (1:loversizing). Fill to establish grade can then be placed and compacted to a minimum of95 percent of standard Proctor maximum dry density to within 3 feet of subgrade and 100 percent in the upper 3 feet. Moisture contents should be within 3 percentage points of optimum to within 3 feet of subgrade and not more than I percentage point over optimum in the upper 3 feet. The higher compaction and lower moisture content will aid in providing a more stable subgrade for pavement support, Prior to placement of the aggregate base, we recommend the pavement areas be proofrolled with a fully loaded tandem axle truck. This precautionary measure wilI assist in detecting localized soft spots. Any Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC-04-066I 0 November 22, 2004 Page 8 soft spots noted during the proof rolling process may require additional subcuts. A qualified soils engineer should observe the proof rolling process to make a final evaluation of the subgrade. C.9.b. Anticipated Subgrade. After the recommended prepararion is completed, we anticipate the subgrade will be lean clay, Laboratory tests to determine the Hveem Stabilometer R,values were not included in our scope of services. Based on a lean clay subgrade, we recommend using an assumed R- value of 12 for the pavement design. C.9.c. Design Sections. We recommend the following minimum layer thicknesses. Table 3. Recommended Pavement Layer Thickness. r--~--- I' COURSE CAR PARKING AREA THICKNESS (INCHES) DRIVE AND TRUCK AREA THICKNESS (INCHES) I --- I I I =-=--:..-- ---~._...-i' Bituminous (Mn/DOT 2360) Bituminous Base (Mn/DOT 2360) Aggregate Base (Mn!DOT Class 5) I 1/2 2 11/2 2 II 13 ---- -==== This design is based on a 20-year life expectancy. This is the amount of time before major reconstruction is anticipated. This performance assumes proper care, such as seal coating and crack sealing is routinely performed. A thinner pavement section could be used but would likely result in a shorter pavement life with more than normal maintenance. C.9.d. Materials and Compaction. We recommend specifying Class 5 aggregate base meeting the requirements of Mn/DOT (Minnesota Department of Transportation) Specification (Standard Specifications for Construction, Article) 3138. We recommend the bituminous meet the requirements of MulDor Specification 2360, We recommend compacting the Class 5 to at least 100 percent of its maximum standard Proctor dry density.. We recommend compacting the bituminous to at least 91.5 percent of the Rice maximum specific gravity. Northwest Investments, Inc, Geotechnical Evaluation - Prior Lake Site Project LC-04-066I 0 November 22, 2004 Page 9 C.IO. Underground Fuel Tanks We anticipate the rather stiff to stifflean clays encountered at the proposed invert elevation for the fuel storage tanks will be generally suitable for direct support of the proposed backfill and tank loads. C.IO.a. Dewatering. The bottom of the tanks will likely be placed above groundwater, Therefore, the tank excavations are not expected to require dewatering, If groundwater is encountered, sumps or pumps used during excavating may be adequate to control the water but could also cause sloughing of the sidewalls. C.IO.b. Backfill. For backfill we recommend using a clean sand. If the installer wants to use pea gravel or washed gravel, we recommend that a geotextile (filter cloth) be placed between the on-site soils and the gravel backfill to prevent the fines from washing into the gravel. C.IO.c. Ballasting. The tanks should be ballasted to resist the buoyant forces of groundwater, For design purposes we recommend assuming a groundwater surface above the tops of the tanks. The buoyant forces can be resisted by the weight of the tank, weight of the base slab, backfill placed directly over the tanks and base slabs, and backfill within 20-degree wedges rising upward and outward from the top edges of the base slab. For the backfill, we recommend assuming a unit weight of 100 pounds per cubic foot above the groundwater surface and 60 pounds per cubic foot below the groundwater surface. A factor of safety of two against uplift should be provided. For concrete, we recommend using a submerged unit weight of 80 pcf. C.IO.d. Backfilling. It has been our experience that some tank installers are not always accustomed to compacting tank backfill to 95 percent of standard Proctor maximum dry density, If the backfill is not compacted, it will consolidate when it becomes wet, creating voids under the pavement over the tank. Collapsing backfill has been known to rupture piping, causing contamination of the groundwater, For these reasons, particular attention must be given to control and testing of the tank backfilL D. Construction Considerations D.l. Excavation It is our opinion the soils encountered by the borings can be excavated with a smooth bucket backhoe, tracked dozer or front-end loader. All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, "Excavations and Trenches." This document states that excavation safety is the responsibility of the contractor, References to this OSHA requirement should be included in the job specifications. Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC-04-066I 0 November 22, 2004 Page 10 We recommend proper site drainage be provided during construction to prevent ponding of water in the building areas. Water that is allowed to pond will promote soft subgrade soil conditions, rendering the subgrades unsuitable for structural support. If soft or unstable soils are noted during construction, these soils should be removed and replaced with compactable backfill. D.2. Observations and Testing During Construction The foundation and slab sub grades should be observed by a geotechnical engineer to evaluate whether the soils are similar to those encountered by the borings.. At that time, the suitability of the soils for support of fill, foundation and slab loads can be fi.uther evaluated, Excavation depths and dimensions can also be documented. Hand auger borings should be conducted in soils to explore for soft zones, Density tests of fill should be perfonned. Samples of proposed fill materials should be submitted to aU!' testing laboratory at least three days prior to placement for evaluation of their suitability and detennination of their optimum moisture contents and maximum dry densities. At least one density test should be taken at vertical intervals not exceeding 2 feet and at least one test for every 100 linear feet of wall or trench backfill at vertical intervals not exceeding 2 feet. D.3. Cold Weather Construction If excavation and construction is conducted during cold weather, we recommend good winter construction practices be observed. No fill should be placed on soils that have frozen or contain frozen material. No frozen soils should be used as fill. Foundations should not be constructed on frozen soils. The soils beneath constructed foundations should not be allowed to freeze. Concrete should be protected from freezing until the necessary str'ength is attained, E, Procedures E.!. Drilling and Sampling The penetration test borings were perfonned on September 27,2004, with a truck,mounted core and auger drill equipped with 3 Y.-inch inside diameter hollow-stem auger. Sampling for the borings was conducted in general accordance with ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils." Using this method, the borehole was advanced with the hollow-stem auger to the desired test depth. A 140-pound hammer falling 30 inches was then used to drive the standard 2-inch split,barrel sampler a total penetration of] II, feet below the tip of the hollow-stem auger. The blows for the last foot of penetration were recorded and are an index of soil strength characteristics. Samples were taken at Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC-04-06610 November 22, 2004 Page II 2 Y, foot vertical intervals to the 15,foot depth and then at 5-foot intervals to the termination depths of the borings. A representative portion of each sample was then sealed in a glass jar capped with a lid. E.2. Soil Classification The drill crew chief visually and manually classified the soils encountered in the borings in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual-Manual Procedure)." A summary of the AS1M classification system is attached. The samples were then returned to our laboratOlY for review of the field classifications by a soils engineer. Representative samples will remain in our La Crosse office for a period of 60 days to be available for your examination. E.3. Groundwater Observations Immediately after taking the final samples in the bottoms of the borings, the holes were probed through the hollow,stem auger to check for the presence of groundwater. Immediately after withdrawal of the auger, the holes were again probed and the depths to water or cave-ins were noted. Several of the borings were left open after withdrawal of the auger to facilitate groundwater sampling of the site for the concurrent environmental site assessment. The borings were immediately grouted shut after withdrawal of the auger or groundwater sampling. F. General Recommendations F.1. Basis of Recommendations The analyses and recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the attached sketch. Often, variations occur between the borings, the nature and extent of which do not become evident until additional exploration or construction is conducted, A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics of any variations. The variations may result in additional foundation costs, and it is suggested that a contingency be provided for this purpose, It is recommended that we be retained to perform the observation and testing program for the site preparation phase ofthis project. This will allow cOlrelation of the soil conditions encountered dUling construction to the soil borings, and will provide continuity of professional responsibility, Northwest Investments, Inc. Geotechnical Evaluation - Prior Lake Site Project LC,04-066I 0 November 22, 2004 Page 12 F.2. Review of Design This report is based on the design of the proposed structure as related to us for preparation of this repOIt. It is recommended that we be retained to review the geotechnical aspects of the designs and specifications. With the review, we will evaluate whether any changes in design have affected the validity of the recommeodations, and whether our recommendations have been cOIrectly in;"'I',,;ed and implemented in the design and specifications. F.3. Groundwater Fluctuations Water level observations in the borings were made at the times and under the conditions stated on the boring logs. These data were interpreted in the text of this report. The period of observation was relatively short, and fluctuations in the groundwater level may occur due to rainfall, flooding, ilTigation, spring thaw, drainage, and other seasonal and annual factOIs not evident at the time the observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. F.4. Use of Report This report is for the exclusive use of Northwest Investments, Inc. and their consultants to use to design the proposed buildings and prepare construction documents, In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. F.5. Level of Care Services performed by Braun Intertec Corporation personnel for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. Appendix , , , .:<,:1' ............ "~ '.r ..... "~.~'(;>', WILDS PATH ce:..... ..... _ "'\ r"'LA, ........................'."."._,..._ _ _ . 0 ( M..9l,to.ios - - ------_._-~-::=-::._---- ..........,.........,..u................., GREEN AREA- - - - - / " lEA .. .. ~ ..-..........u ==rfTTTTrrl"l"'j...tl.L"'" ~ - ~- ~"..,...,.... ". IDo IDI al ,.'~ I ST-10 .'.,..' I '.,. ". -'I ... \ / <, '" " / 0ST.2 / GREEN AREA 1'_ _'I ~ SALES OFFICE _, BUILDING _: r-:--j-. o I ;:! I I l------' ID- Ial <<= rL -~; -:- 1 ASPHALT iI!L ~D51------ Lfuli : t M,.ot.oo..oo~ / OIJi'iLI M~O$69~N ~~~.~:~;~:<<< -~ - ~___ -~'~~;pr3t1EEmtt IIm~~ "~ gi- '1e::..,...---1 , --- .I'~'l-; li- ,\1' k 1,_ I " ST-4 ., ----, l : =- = == == = = = = -= = = = =;;..- - -- ---- --- '.------ - ---""""::'" ------ - ------- - -- -------------- ---._--:-:-.~~- -- ------ ~)y ~"IU~ Descriptive Terminology Standard 0 2487 " 00 Classification of Soils for Engineering Purposes (Unified Soil Classification System) Criteria for Assigning Group Symbols and I 8011$ ClassificatIon Group Names Using Laboratory Tests a I Group I Symbol Group Nama b c Gravels Clean Gravels Cu~4and 1$.Ce$. 3' GW I Well-graded gravel d .0 More than 50% of Less than 5% fines II 'a'll C.:< 4 and/or 1 :> C~:>3 t: GP I Poorly graded gravel <l U)..f:\V coarse fraction i-m~ retained on Gravels with Fines Fines classify as ML or MH GM Siltvaravel dig .~~~ NO.4 sieve More than 12% fines' Fines classify as CL or CH GC I Clayey Qravel dig 00 Sands Clean Sands C,,~6and1 see $.3c SW I Well-graded sand h '1""'" ~ c . 50% or more of Less than 5% fines I .0 Gf< 6 andlor 1::::. C,,>3c SP Poorly graded sand h "'z coarse fraction ~;; Sands with Fines Fines classify as ML or MH SM I SlItvsand 'gh "5 passes E No.4 sieve More than 12% I Fines classify as CL or CH SC \ Clavev sand fg h ID Inorganic PI > 7 and plots on or above "A" line J CL I Lean clav ~ I '" ~j; Silts and Clays ML I Silt~ I m HID Liquid limit PI '< 4 or plots below "A" Iinel . > less than 50 Organic Liquid limit - oven dried < 0.75 OL I Organ;c clay" 'm" ~~. ti~ Li9uid limit. not dried OL Organic silt ~ I m 0 Silts and clays Inorganic PI plots on or above "A" line CH Fat clav~ I m o~ Liquid limit J PI plots below "A" line MH Elastic silt ~ I m it~ 50 or more I Organ;c I Uqu;d Urn;', oven dried < 075 OH Organic clay KIm p 0 Orqanic silt k I m q '" I LIQUId limit - not dried qtj Highly Organic Soils Primarily organic matter, dark in color and organic odor PT Peat a Based on the material passlnglhe 3-ln (75mm) sieve b If field sample contained cobbles or boulders, or both, add with cobbles or boulder1l or both" to group name c Cu = DeolD,o C""'~ D10xDlIO d JI soli contains ~ 15% sand, add "with send" to group name e Gravels wltih 5 to 12% lines require <Iual symbols: GW.GM well-graded gravel with silt GW-GC well-graded gravel with clay GP-GM poorly graded gravel wilh silt GP-GC poorly graded gravel with clay f If fines classify as CL-ML, use dual symbol GC-GM or SC-SM g If fines are organic, add "witt1 organic lines" to group name h II soil contains ~15% gravel, add "with gravsl" to group name Sands with 5to 12% lines require dual symb<>ls: SW-SM Well-graded sand with sill SW-SC well-gradEld sand with day SP.SM poorly graded sand with silt SP-SC poorly graded sand with c1ey J II Atterberg limits plot In hatched area, soil is a CL-ML, silty clay k If soli contains 151029% pius No. 200, add "wIth sand" or 'with gravel" whichever Is predominant I If soil contains ~ 30% plus No 200, predominantly sand, add "sandy" to group name m if soil contains ~ 30% plus No 200 predominantly gravel add "gravelly" to group name n PI:<!: 4 and plots on or above "A' line o PI < 4 or plots below "A' line p PI plots on or above "A'lIne q PI plots below 'A" line ~ 1i: ~ )( " "0 .5 ;:. :g ''OJ .. a: 00 WO MC LL PL PI P2000 Drilling Notes Standard penetration test borings were advanced by 30" or 60" 10 hollow-stem augers unless noted otherwise, Jetting water was used to clean out auger prior to sampling only where indicated on logs Standard penetration test borings are designated by the prefix ~ST" (Split Tube) All samples were taken with the standard 2" 00 split-tube sampler, ex- cept where noted Power auger borings were advanced by 4" or 6" diameter continuous- flight, solid-stem augers, Soil classifications and strata depths were in- ferred from disturbed samples augered to the surface and are, therefore, somewhat approximate, Power auger borings are deSIgnated by the prefix "B," Hand auger borings were advanced manually with a 1 '" or 3u" diam- eter auger and were limited to the depth from which the auger could be manually withdrawn, Hand auger borings are indicated by the prefix "H" BPF: Numbers Indicate blows perfoot recorded In standard penetration test, also known as .W value, The sampler was set 6" into undisturbed soil below the hollow-stem auger. Driving resistances were then counted for second and third 6" increments and added to get BPF Where they differed significantly, they are reported in the following form: 2112 for the second and third 6" increments, respectively WH: WH Indicates the sampler penetrated soil under weight of hammer and rods alone: driving not required WR: WR Indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required w ~ " //1 /.s;V>., ,,;~/ , ("\~~ ,'"'/ /t,/c,x-d// /~"1'}V //, ,,' 0- MH ~rOH 10'~ /' l 7 ,. c _) L' ~ MH or OH ri.,'t//. l I 10 lS 20 30 40 50 ' 40 . 30, 20, Rev 10/04 Particle Size Identlflcation over 12" 3" to 12# Boulders Cobbles Gravel Coarse Fine Sand Coarse _ Medium Fine Sill 3/4" to 3" No 4t0314" No, 4to No 10 No, 10 to No 40 No" 40 to No. 200 <No,20D,PI<4or below ~A" line < No. 200, PI:<!: 4 and on or above "g line Clay Relative Density of Cohesion less Solis Dt04BPF 510 10BPF 11t030BPF 31 to 50 BPF over 50 BPF Very loose Loose Medium dense Dense Very dense Consistency of Cohesive Soils Very soft u. H.... .0 to 1 BPF Soft ...2to3BPF Rather soft 4 to 5 B?F Medium 6108 BPF Rather stiff 9 to 12 BPF Stfff 13to16BPF Very stiff ,. 17 to 30 BPF Hard over 30 8PF TW indicates thin-wailed (undisturbed) lube sample Note: All tests were run in general accordance with applicable ASTM standards 70 90 100 80 110 Dry density, pet Wet density, pet Natural moisture content, % Liqiuid limit, % Plastic limit, % Plasticity index, % % passing 200 sieve 50 60 Liquid Llml' (LL) Laboratory Tests OC Organic content, % 5 Percent of saturation, % SG Specific gravity C Cohesion, pst o Angle at internal friction qu Unconfined compressive strength, pst q p Pocket penetrometer strength, tsf BRAUN INTERTEC Braun Project LC-04-06610 Geotechnical Evaluation Proposed NW Investments Mystic Lake Drive NW Prior Lake, Minnesota I DRILLER: C. Kotlarz Elev. Depth feet feet 203,8 0.0 BRAUN'" INTERTEC 202.8 ASTM Symbol 1.0 FILL ~ FILL ~l- -I 195.8 ;; f: .c. .c~ .' :r~' j x ~ ~.- ~ ~ ~- -5i 8.0 CL o -0 . ~ ~ ~ " c o x' 0- v' <. ~r- .- " ~; ~ ... c " ~ :i '" 174.8 I 1~T73.3 ~t 29.0 I BORING: LOG OF BORING LOCATION: Canopy. See attached sketch. ST-l I METHOD: 3 114" HSA, Autobnu DATE: ~ ! i SP POORLY GRADED SAND, fine grained, brown, moist, 30.5 .'. medium dense, -- ~" {Glacial Outwash' ~, ~.- '" ~- ~ . Description ofMaterlals (AS1M D2488 or D2487) FILL: Sandy Silt, dark brown, dI)'. FILL: Lean Clay, with coarse Sand and fine Gravel, brown, moist. LEAN CLAY, with Gravel, brown, wet, rather stiff to very stiff. (Glacial Till) END OF BORING. Water not observed while drilling, Water not observed to cave-in depth of 25 feet immediately after withdrawal of auger. Boring then grouted, 9/27/04 I SCALE: }1I =4.5' BPF WL PID Tests or Notes 9 Benchmark (BM): Swface elevations at the boring locations were 0.0 referenced to the top nut of the fire hydrant located on the east side of Wilds Path, assumed elevation = 0.0 200.0. - r 0.0 10 0,0 17 0.0 19 0,0 to 0,0 i 14 >QOOQ 0,0 The 'xxx' denotes the dry cave-in depth observed immediately after withdrawal of the auger. I 16 0.0 BRAUN'. I NTE RTEC Braun Project LC-04-06610 Geotechnical Evaluation Proposed NW Investments Mystic Lake Drive NW Prior Lake, Minnesota DRILLER: C. Kotlan I METHOD: 3 114" HSA, Aulohm!'. Elev, feet 198.8 Depth feet 0.0 ASTM Symbol FILL' ~- o ii ;; - e .Q -g- .... 0_ o o ~- lii e- x ~ 185.8 '" ~- -;; 13.0 CL o g @ ~ ~ ~ c u ~ ~ Q ~ ~ '" ~ N ~ ~ e. ,<- !ll ~ i:_ 68.3 ~ ;j"- g -,- u ;; < - ~ 5- ~ 30.5 LOG OF BORING I BORING: ST-2 LOCATION: Carwash, See attached sketch, DATE: I SCALE: 1" ==4.5' 9/27/04 Description of Materials (ASTM D2488 or D2487) FILL: Lean Clay, trace of coarse Sand and fine Gravel, brown, moist to wet. Tests or Notes BPF WL PID X 13 0.0 - 1 13 0,0 9 0.0 ~ > > > I I ~~ ~;< ~;:; ~;< ~/. -x 8 0.0 Xli 0,0 LEAN CLAY, with coarse Sand and fine Gravel, brown, moist, rather stiff to very stiff. (Glacial Till) -x 12 0.0 12 0..0 17 0.0 .;>QQ<> _\ 13 " 0.0 END OF BORING. Water not observed while drilling, Water not observed to dry cave-in depth of26 feet immediately after withdrawal of auger. Borin2 then !IT'Outed. BRAUN'. INTERTEC Braun Project LC-04-06610 Geotechnical Evaluation Proposed NW Investments Mystic Lake Drive NW Prior Lake, Minnesota DRILLER: C, Kotlillz I METIlOD: 3 1/4" HSA, Autohmr Elev. feet 200.7 LOG OF BORING I BORING: ST -3 LOCATION: NE Comer of StOle. See attached sketch, I DATE: I SCALE: 1" =4.5' 9/27/04 Depth feet 0.0 ASlM Symbol FILL Description of Materials (ASlM D2488 or 02487) FILL: Lean Clay, brown, moist. BPF WL PID Tests 01' Notes FILL' J 12 -X 9 -~ 10 J 0.0 MC=6% P200 = 52.7 % 0.0 196,7 4.0 'V: c- o ".g ";;: - ~ 191.7 .. o_ S i- S "E- x o cS- t; 0- ... ~ >- ~ o 0_ . L ~ 0_ '~ '~ - u ~ o o -rs0.2 ~ '" M $:: ~ ~ b " g ;:; '" ~ I .' 5:- u '" <- '" ~- ;:; '" 1 f"' nA (1'<:':1(1 FILL: Sandy Silt, brown, moist. 0,0 9.0 CL LEAN CLAY, with SAND and a trace of Gravel, brown, wet, rather stiff to very stiff. (Glacial Till) 9 0.0 12 0.0 o' 17 0.0 >000<> 20.5 14 0..0 P200 denotes percent fines by weight passing a 200 sieve. END OF BORING, Water not observed while drilling. Water not observed to dry cave-in depth of 17 feet immediately after withdrawal of auger. BOling then grouted, BRAUN'" INTERTEC Braun Project LC-04-06610 Geotechnical Evaluation Proposed NW Investments Mystic Lake Drive NW Prior Lake, Minnesota DRILLER: C. Kotlarz Elev. feet 201.9 201.4 197.9 -;;; c- o 1ii 0;; _ ] 192,9 -a .... 0_ c o "i- ~ -p- ~ ~- " ,,- .c ~ ~- ~ 185.9 S e L. " '" !! 2 ~ S t; o ~ '" ~ o !:- :l- g- u ~- '" s- ;l '" LOG OF BORING I BORING: ST-4 LOCATION: SW Comer of Store. See attached sketch. I METIIOD: 3 !/4" HSA, Autohnu'.. I SCALE: I DATE: 9/27/04 1" ==4.5' Depth feet ASTM Description of Materials 0.0 Symbol (ASTM D2488 or 02487) 0.5 FILL I ,FILL: Lean Clav. brown. drv. FILL FILL: Lean Clay, brown, moist. 4.0 FILL FILL: Sandy Silt, brown, moist. BPF WL PlD Tests or Notes 13 0.0 _~ 14 0,0 9.0 0,0 -,114 0.0 FILL FILL: Lean Clay, brown, with a trace of black, moist to wet. 17 -; 14 0.0 Ii -' . I 18 0,0 -i I 16.0 CL I LEAN CLAY, trace of Sand, brown, wet, very stiff. (Glacial Till) <>000 18 0.0 20.5 END OF BORING. Water not observed while drilling. Water not observed to dry cave-in depth of 18 feet immediately after withdrawal of auger, BOling then grouted. - I BRAUN'" INTERTEC Braun Project LC-04-06610 Geotechnical Evalnation Proposed NW Investments Mystic Lake Drive NW Prior Lake, Minnesota DRILLER: C Kotlarz I METHOD: 3 1/4" HSA, Autohmr Elev. feet 203.8 203.3 ~ =- o ia '> - ] 194.8 0; ... 0_ = .~ 192.8 ~ a "E- x ~ ~- il <: ~ ~ N ~ ~ ~ 8 ~ ~ <'- ,,~ C' [- ~. ~- s- u ;;; <- ~ 5- ~ LOG OF BORING I BORING: ST -5 LOCATION: Underground Storage Tanks. See attached sketch. I DATE: I SCALE: 1"=4.5' 9/27/04 Depth feet AS1M 0.0 Symbol 0.5 FILL FiLL Description of Materials (ASTM 02488 or 02487) .,JILL: Lean Clav. with Grave!. brown. drv. FILL: Lean Clay, brown, wet. BPF WL PID Tests or Notes 9,0 0,0 14 0.0 _~ 12 0.0 9 0.0 11.0 FILL m. ~; ~; ~1 ~~ 0.0 FILL: Sandy Silt, brown, wet. 12 CL LEAN CLAY, with SAND, brown, wet, rather stiff to stiff. 0..0 -, 12 (Glacial Till) 11 0.0 <>OW 13 3.3 20.5 END OF BORING. Water not obselVed while drilling. Water not observed to dry cave-in depth of 18 feet immediately after withdrawal of auger. Boring then grouted. 20, I , .u5 ST-l ST-S FILL II Fn.L ~ 'D.L "'~ ST-4 nLl~ X. FILLm )<' ~ ST-3 FILL )C(l f >< =~ r 200- >< 200 ~ ST-2 ~13 )< ~11 X X" =~ ~11 )< X )< X )< >< 'D.L 1114 x >< ~13 X ~11 FILL ><4. ~. X ~X9 X X X CL~~ X. . X ~ 19' . X 195 {~~ X ~ if FaLl ~:~ 10 ~1J 'ILL. .~ " ;%~ X I' %~ X ~.~ X CL :110' X ~'g 17 ~~ %::::: X %;; 11 . CL~9 ?? 12 ~:::: %% %% :>.~ ?% 190 I ".% 190 ~ %~ ~" ~;~ I' ~ . .%% %~ 11 L %?, 12 %% %~ ~% I - %% ~ l' " %% %% ~ %~ %% Ji %% %% 17 ~ - %% CL;t~ %% CL ;1&..0' C. %,.% ,,"! ?/ 'l0 185 " 18: ~ " ~ ). %% %:r: ~13 l' %% 11 %% ~i:i %% %% ~ %% ~ %~ I %~ %% %% %% ?% 18 %% ~~ %% 14 %% 180 0d. ;t;% 180 ~ ~% 14 %% 12 %% ~ %% %% %% %:% %% U %% %% 17~ ~ 175 SP' (~/- . l' %% 17 %% %% %% ~ %% %% 0 %% ~ %% 8 ~% 170 ~ 17C ?~ ~ 13 ... 2: Q " S ;l ro '" 16< 1<5 " 100 300 35'0 400 4:;,() ,; 0 51 150 200 250 :;g ;! Fence Diagram S !l <l Braun Project LC-04-06610 BRAUN'M ~ ~ Geotechnical Evaluation ~ ~ Proposed NW Investments I NTE RTEC 0 .. Mystic Lake Drive NW '" t Prior Lake, Minnesota "' r ",,-,,"'_._._.,,-~.~-- ,----,------- Testi~merica ANALYTICAL. TESTING CORPORATION WDNR No 128053530 602 COMMERCE DRIVE WAIERIOWN. WI 53094 920~261-1660 FAX 920-26).8J20 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Page 1 of 12 The following samples were received by TestAmerica for analysis: LC-04-06610 Prior Lake Sample Date Date Number Sample Description Taken Received 590072 ST-1 2.5 09/27/2004 09/29/2004 590073 ST-2 2.5 09/27/2004 09/29/2004 590074 ST-3 2,5 09/27/2004 09/29/2004 590075 ST-4 2,5 09/27/2004 09/29/2004 590076 ST-5 2.5 09/27/2004 09/29/2004 ~ P~:J Soil results reported on a dry weight basis. Brian DeJong Organic Operations Manager www.testamerlcalnc.com lestAmulca Analytical Testing Corporatlon I IestAmerica Drilling Corpolation I lest America Ail Emission COlpontion Testi~merica WDNR No. 128053530 602 COMMERCE DRIVE WAIERl'OWN, WI 53094 920.261~1660 FAX 920-261-8120 ANALYTICAL TESTING CORPORATION NORTHWEST INVESTMENTS Job No: 04.10066 10/06/2004 Page 2 of 12 KEY TO DATA FLAGS The attached sample(s) may have a result flag shown on the report. The following are the result flag definitions: A C E F H J M Q T X Analyzed/extIacted past hold time B = Standard outside of control limits D = 'rCLP extraction outside of method required Sample f i1 te:red in lab G Late eluting hydrocarbons present I Estimated concentration L Matrix interference P Result confirmed via r'e..analysis S Does not match typical pattern W Unidentified compound(s) present Z See Case Narrative Blank is contaminated Diluted for- analysis temperature range Received past hold time Improperly handled sample Common lab solvent Improperly preserved sample Sediment present BOD re-set due to missed dilution Internal standard outside limits . KEY TO ANALYST INITIALS The attached sample(s) may have been analyzed by another certified laboratory. If a number appears in the Analyst Initials field, the following are the appropriate certifications (if the lab code does not appear below, that means that certification is not required for the work performed) : Lab Code Certification Number 008 009 020 030 060 070 130 147 300 400 510 520 700 WDNR 999766900 WDNR - 241293690 WDNR - 999447680 ILNELAC - 100230; WDNR ' 998294430 ILNELAC - 100221; WDNR - 999447130 IA - 007; ILNELAC ' 000668; MDH ' 019-999'319; WDNR - 999917270 WDNR - 632021390 WDNR - 721026460 FLNELAC ' 87358; IA - 131; MDH ' 047'999-345; WDNR - 998020430 WDNR 113133790 WDNR 241249360 WDNR ' 999518190; ILNELAC - 100439 WDNR - 113289110 TestArnerica DNR ' 294; Watertown Certifications, WI DNR ,128053530; IL NELAC - 100453; MN DoH - 055'999-366; NO DoH R'046; AR DEQ - 88-0808 IA Unless sub-contracted (see above), volatiles analyses (including VOC, PVOC, GRO, BTEX and TPH Gasoline) perfor'med by TestAmerica Watertown at 1101 Industrial Drive, Units 9&10, All other analyses pe:tformed at 602 Commer'ce Drive, Watertown WI 53094. Results reported between the Method Detection Limit (MOL) and Limit of Quantitation (LOQ) are less certain than results at or above the LOQ. For questions regarding this report, please contact Dan Milewsky or' Warren Topel. WWW leslamericalnc com IeslAmerica Analylicallestlng CorporatIon I feslAmerica Drilling Corporation I leSIAmerica All Emission Corporation Testi~merica ANALYTICAL TESTING CORPORATION WDNR No. 128053530 602COMMERCEDRIVE WAIERIOWN. WI 53094 920-261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590072 Account No: 45470 Page 3 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-1 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 10:35 Date Received: 09/29/2004 Reporting Date Pz:ep/Run ParameteI Results units Limit Method Analyzed Analyst Batch Solids, Total 87 3 n/a SW 5035 10/05/2004 eml 5805 VOC . METHANOL 8260B Benzene <2, ug/kg 25 SW 82608 10/01/2004 aha 3074 Btomobenzene <29 ug/kg 25 SW 8260B 10/01/2004 aha 3074 Btomochloromethane <40 ug/kg 35 SW 8260B 10/01/2004 aba 3074 Bromodichloromethane <2, ug/kg 25 SW 8260B 10/01/2004 aba 3074 Btomoform <2' ug/kg 25 SW 82608 10/01/2004 aha 3074 Btomomethane <115 ug/kg 100 SW 82608 10/01/2004 aba 3074 n~Butylbenzene <29 ug/kg 25 SW 8260B 10/01/2004 aha 3074 sec-Butylbenzene <2' ug/kg 25 SW 82608 10/01/2004 aba 3074 tezt-Butylbenzene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Carbon Tetrachloride <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Chlorohenzene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Chlorodibromamethane <2' ug/kg 25 SW 82608 10/01/2004 aba 3074 Chlm:oethane <57 ug/kg 50 SW 8260B 10/01/2004 aba 3074 Chloroform <29 ug/kg 25 SW 82608 10/01/2004 aha 3074 Chloromethane <57 ug/kg 50 SW 82608 10/01/2004 aba 3014 2~Chlorotoluene <57 ug/kg 50 BW 8260B 10/01/2004 aha 3074 4~ChlOl:otoluene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2-0ibromo-3-Chloropropane <57 ug/kg 50 SW 82608 10/01/2004 aba 3074 1,2-Dibzomoethane (EDB) <29 ug/kg 25 SW 82608 10/01/2004 aba 3074 D1bromomethane <29 ug/kg 25 BW 82608 10/01/2004 aba 3074 1,2-DichloIoben~ene <2' ug/kg 25 SW 82608 10/01/2004 aha 3074 1,3-Dichloxobenzene <29 ug/kg 25 sw 82608 10/01/2004 aba 3074 1,4-0ichlorobentene <29 ug/kg 25 OW 82608 10/01/2004 aba 3074 Oichlorodifluoromethane <57 ug/kg 50 SW 82608 10/01/2004 aba 3074 1,1-Dichloroethane <29 ug/kg 2' SW 8260B 10/01/2004 aha 3074 1,2-Dichloroethane <2' ug/kg 2' SW 8260B 10/01/2004 aba 3074 1,1.0ichloroethene <2, ug/kg 25 SW 8260B 10/01/2004 aha 3074 cis-1,2-0ichlo~oethene <29 ug/kg " SW 82608 10/01/2004 aha 3074 trana-l,2-Dichloroethene <2' ug/kg 25 SW 8260B 10/01/2004 aha 3074 1,2-Dichloropropane <29 ug/kg 2' SW 8260B 10/01/2004 aha 3074 1,3-Dichloropropane <29 ug/kg 25 SW 82608 10/01/2004 aba 3074 2,2-0ichloropropane <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,1.0ichloropropene <29 ug/kg 25 SW 8260B 10/01/2004 aha 3074 Cis-1,3-Dich1oropropene <2' ug/kg 2S SW 8260B 10/01/2004 aba 3074 tIans-1, 3 -Oichloropr'opene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Di-isopropyl ether <2' ug/kg " OW 8260B 10/01/2004 aba 3074 Ethylbenzene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 www,leslamerlcalnc"com Ie.5tAmeric!I Analytical resting Corporation I lest America Drilling Corporation I IestA.merlca Air Emission Corporation Test.i~merica ANALYTICAL TESTING CORPORATION WDNR No 128053530 602 COMMERCE DRIVE WATERTOWN, WI 53094 920-261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590072 Account No: 45470 Page 4 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-1 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 10:35 Date Received: 09/29/2004 Reporting Date Prep/Run Parameter Results Units Limit Method Analyzed Analyst Batch Hexachlorobutadiene <40 ug!kg 35 SW 82608 10/01/2004 aba 3074 Isopropylbenzene <29 ug!kg " SW 62608 10/01/2004 aba 3074- p-Isopropyltoluene <29 ug/kg " sw 62608 10/01/2004 aba 3074 Methylene Chloride <51 ug/kg 50 sw 82608 10/01/2004 aba 3074 Methyl.t-butyl ether <2' ug/kg " SW 82608 10/01/2004 aba 3074 Naphthalene <2' ug/kg " SW 82608 10/01/2004 aba 3074 n-Propylbenzene <2' ug/kg " SW 82608 10/01/2004 aba 3074 Styrene <2, ug/kg " SW 82608 10/01/2004 aba 3074 1,1,1,2-Tetrachloroethane <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,1,2,2-Tetrachloroethane <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Tetrachloroethene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Toluene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2,3.Trichlorobenzene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2,4-Trichlorobenzene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,1,I-Trichloroethane <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,1,2-Trichloroethane <40 ug/kg 35 SW 8260B 10/01/2004 aba 3074 Trichloroethene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Trichlorofluoromethane <2' ug/kg 25 SW 8260B 10/01/2004 aha 3074 1,2,J-Trichloropropane <115 ug/kg 100 SW 8260B 10/01/2004 aba 3014 1,2,4~Trimethylbenzene <2' ug/kg 25 SW 6260B 10/01/2004 aba 3074 1,3,5-Trimethylbenzene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3014 Vinyl Chlotide <40 ug/kg 35 SW 8260B 10/01/2004 aba 3074 Xylenee, Total <40 ug/kg 35 SW 8260B 10/01/2004 aba 3074 SUtt: DibromofluoJ::omethane 106 . 82-112 SW 6260B 10/01/2004 aba 3074 SUJ::t: Toluene.d8 91 . 91.106 SW 82608 10/01/2004 aba 3014 SUt!:: B!:omofluotobenzene 91 . 89-110 SW 82608 10/01/2004 aba 3074 www teslll.merlcll.lnccom TeslAmerica Analyllcal Testlng Corporation I TestAmerica Drilling Corporation I TestAmerlca Air Emission Corporation Testi~merica ANALYTICAL TESTING CORPORATION WDNR No. 128053530 602 COMMERCE DRIVE WAIERTOWN, WI 53094 920-261~1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590073 Account No: 45470 Page 5 of 12 JOB DESCRIPTION: PROJECT DESCRIPTION: SAMPLE DESCRIPTION: LC-04-06610 Prior Lake Soil Analysis ST-2 2,5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 11:25 Date Received: 09/29/2004 Reporting Date Prep/Run Parameter Results Unite Limit Method Analyzed Analyst Batch Solids, Total 86.3 , n/a 8W 5035 10/05/2004 eml 5805 VCC METHANOL 8260B Benzene <29 ug/kg 25 8. 8260B 10/01/2004 aba 3074 Bromobenzene <29 ug/kg 25 S. 8260B 10/01/2004 aba 3074 Bromochloromethane <41 ug/kg 35 8W 8260B 10/01/2004 aba 3074 Bromodichloromethane <29 ug/kg 25 8W 8260B 10/01/2004 aba 3074 B:z:omofoJ:ll\ <29 ug/kg 25 8W 8260B 10/01/2004 aba 3074 Bromomethane <116 ug/kg 100 8. 8260B 10/01/2004 aba 3074 n-Butylbenzene <29 ug/kg 25 8' 82608 10/01/2004 aha 3074 sec-Butylbenzene <2' ug/kg 25 8. 8260B 10/01/2004 aha 3074 tezt-Butylbenzene <2' ug/kg 25 5. 8260B 10/01/2004 aha 3074 Ca~bon Tet~achlozide <2' ug/kg 25 5W 8260B 10/01/.2004 aba 3074 Chlozobenzene <2' ug/kg '5 SW 8.260B 10/01/.2004 aha 3074 Chlorodibzomomethane <2' ug/kg '5 8. 8260B 10/01/2004 aba 3074 Chlozoethane <58 ug/kg 50 8W 8260B 10/01/2004 aba 3074 Chloroform <29 ug/kg '5 5W 8260B 10/01/2004 aha 3074 Chloxomethane <58 ug/kg 50 5W 8260B 10/01/2004 aba 3074 2-Chlorotoluene <58 ug/kg 50 8. 8260B 10/01/.2004 aba 3074 4-Chlorotoluene ,29 ug/kg 25 8. 8260B 10/01/2004 aha 3074 1,2-Dibr'omo-3-Chlorop:r::opane <58 ug/kg 50 SW 8260B 10/01/2004 aba 3074 1,.2-0ibromoethane (EDB) <" ug/kg 25 5W 82608 10/01/2004 aba 3074 Dib:r::omomethane <2, ug/kg 25 8W 82608 10/01/2004 aba 3074 1,2-Dichlorobenzene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,3-Dichlorobenzene <29 ug/kg 25 8W 8260B 10/01/2004 aha 3074 1,4~Dichlo:r::obenzene <2, ug/kg 25 5W 8260B 10/01/.2004 aba 3074 Dichlozodifluoromethane <58 ug/kg 50 5. 8260B 10/01/.2004 aha 3074 1,1-Dichloroethane <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,2-0ichloroethane <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 l,l-Dichlo:r::oethene <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 cis-l,2~Oichloroethene <29 ug/kg 25 5W 82608 10/01/2004 aha 3074 trans-l,2-Dichloxoethene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2-Dichloropropane <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,3 -Oichloropropane <2, ug/kg 25 SW 8260B 10/01/2004 aha 3074 2,2~Dichloropropane <29 ug/kg 25 8W 8260B 10/01/2004 aha 3074 1,1-0ichloropropene <2, ug/kg 2S 8W 8260B 10/01/2004 aha 3074 cis~I,3~Dichloropropene <2, ug/kg 25 8W 8260B 10/01/2004 aba 3074 trans-l,3-Dichl~~~~*_~_ne <29 ug/kg 25 8. 82608 10/01/2004 aha 3074 Di-isopropyl ether <2, ug/kg 25 5. 82608 10/01/2004 aba 3074 Ethylbenzene <29 ug/kg 25 5. 82608 10/01/2004 aba 3074 www testamericainccom lestAmerica Analytical Testing COlpOI<~lion I TestAmerica DJilling Corpontion ) lestAmelic8 Air Emission COIpolation TestL~merica ANAL YTlCAL TESTING CO~PORATION WDNR No.. 128053530 602 COMMERCE DRIVE WATERTOWN, WI 53094 9204261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590073 Account No: 45470 Page 6 of 12 JOB DESCRIPTION: PROJECT DESCRIPTION: SAMPLE DESCRIPTION: LC-04-06610 Prior Lake Soil Analysis ST-2 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 11:25 Date Received: 09/29/2004 Reporting Date P:rep!RUn patameter Resul ts Units Limit Method Analyzed Analyst Batch Hexachlolobutadiene <41 ug/kg 35 5W 8260B 10/01/2004 aba 3074- Isoplopylbenzehe <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 p-Isoplopyltoluene <29 ug/kg 25 5W 82608 10/01/2004 aba 3074 Methylene Chloride <58 ug/kg 50 5' 8260B 10/01/2004 aba ]074 Methyl-t-butyl ether ." ug/kg 25 5W 82608 10/01/2004 aba 3074 Naphthalene <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 n-Propylbenzene <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074 Sty:r::ene <29 ug/kg 25 5W 8260B 10/01/2004. aba 3074 1,1,1,2~Tetrachloroethane <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,1,2,2.Tetrachloroethane <29 ug/kg 2S 5W 8260B 10/01/2004 aba 3074. Tetrachloroethene <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074. Toluene <29 ug/kg 25 5W 8260B 10/01/2004. aba 3074 1,2,3-Trichlorobenzene <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,2,4-Trichlorobenzene <29 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,1,1-Trichloroethane <29 ug/kg 25 5W 8260B 10/01/2004 aha 3074 1,1,2-TIichloIoethane <41 ug/kg 35 5W a260B 10/01/2004 aha 3074 Tlichlo!oethene <29 ug/kg 25 5W a260B 10/01/2004 aba 3074 Trichlorofluoromethane <29 ug/kg 25 5W 13260B 10/01/2004 aba 3074 1,2,3 -T:dchloropz'opane <116 ug/kg 100 5' 8260B 10/01/2004 aba 3074 1,2,4-TIimethylbenzene <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,3,5~T!imethylbenzene <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074. Vinyl Chloride <41 ug/kg 35 5W 8260B 10/01/2004 aba 3074 Xylenes, Total <41 ug/kg 35 'W 8260B 10/01/2004. aba 3074 Burl: : DibIomofluoIom~thane 105 . 82. 112 5W 8260B 10/01/2004 aba 3074 Surr: Toluene-dB 101 , 91.106 5W 8260B 10/01/2004 aba 3074 Surr; Bzomofluorobenzene 97 . 89-110 5W 8260B 10/01/2004 aba 3074 www testameIicalnr. com lestAmerlca Analytlcal1estlng Corporation I TestAmertca Drilling Corporation I TestArnellca Air Ernlulon Corpoulfon Testi~merica ANALYTICAL TESTING CORPORATION WDNR No 128053530 602 COMMERCE DRIVE WATERIOWN, WI 53094 920.261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590074 Account No: 45470 Page 7 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-3 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 12:35 Date Received: 09/29/2004 Reporting Date P-rep/Run Parameter Results Units Limit Method Ana.lyzed Analyst Batch Solids, Total 86.4 . n/a 8W 5035 10/05/2004 eml 5805 VOC - METHANOL B2608 Benzene <29 ug!kg " 8W 82608 10/01/2004 ab. 3074 Bromobenzene <29 ug!kg " 8" 8260B 10/01/2004 aha 3074 Bromochloromethane <41 ug/kg 3S 8W 82608 10/01/2004 aba 3074 BromodichlOIomethane <2' ug!kg 25 8W 8260B 10/01/2004 aba 30)4 Bromoform <29 ug/kg 25 8W 8260B 10/01/2004 aba 3014 Bromomethane <116 ug!kg 100 8W 8260B 10/01/2004 aha 3074 n-Bucylbenzene <2' ug/kg 25 8W 8260B 10/01/2004 aha 3074 sec-Butylbenzene <29 ug/kg 25 8W 8260B 10/01/2004 aba 3074 tert.Butylbenzene <2, u9/kg 25 8W 8260B 10/01/2004 aha 3074 Cazbon Tetrachloride <29 u9/k9 25 8W 8260B 10/01/2004 aha 3074 Chlorobenzene <29 ug/kg 25 8W 8260B 10/01/2004 aba 3074 Chlorodibromomethane <29 ug/kg 25 5" 8260B 10/01/2004 aba 3074 Ch1oroethane <58 ug/kg 50 5W 6260B 10/01/2004 aba 3074 Chloroform <29 ug/kg 25 8W 8260B 10/01/2004 aba 3074 Chloromethane <58 ug/kg 50 8W 6260B 10/01/2004 aba 3074 2-Chlorotoluene <58 ug/kg 50 5W 8260B 10/01/2004 aba 3074 4.Chlorotoluene <2. ug/kg 25 5W 8260B 10/01/2004 aha 3074 1,2.0ibromo.3.thloropropane <58 ug/kg 50 8W 82608 10/01/2004 aba 3074 1,2-0ibromoethane (EDBl <2' ug/kg " 8W 8260B 10/01/2004 aha 3074 Dibtomomethane <29 ug/kg 25 8W 8:260B 10/01/2004 aha 3074 1,2.0ichlorobenzene <29 ug/kg 25 8W 6260B 10/01/2004 aha 3074 1,3~Dichlorobenzene <2' ug/kg 25 5" 8260B 10/01/2004 aha 3074 1,4.0ichloxobenzene <2. ug/kg 25 8W 8260B 10/01/2004 aha 3074 Dichlorodifluoromethane <58 ug/kg 50 5" 8260B 10/01/2004 aba 3074 1,1.0ichloroethane <29 ug/kg 25 8" 8260B 10/01/2004 aba 3074 1,2-DlchloIoethane <29 ug/kg 25 8W 82608 10/01/:2004 aba 3074 1,1-DichloIoethene <29 ug/kg 25 8W 8260B 10/01/2004 aha 3074 cis-l,2.Dichloroethene <2' ug/kg 25 5W 13260B 10/01/2004 aha 3074 trans.1,2-Dichloroethene <2. ug/kg 25 8W 82608 10/01/2004 aha 3074 1,2-Dlchloropropane <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,3-0ichloropJ:"opane <29 U9/k9 25 5W 8160B 10/01/2004 aha 3074 2,2.0ichloxopropane <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,1.Dichloropropene <29 U9/k9 25 5W 8260B 10/01/2004 aba 3074 cls-1,3-01chloropropene .2. ug/kg 25 8" 8260B 10/01/1004 aba 3074 tr'ans.1 , 3. Oichlorop:l::opene <2' ug/kg 25 5W 82608 10/01/2004 aha 3074 Di~isopropyl ether <29 ug/kg 25 8W 82605 10/01/2004 aha 3074 Ethylbenzene <2' ug/kg 25 5W 8260B 10/01/2004 aba 3074 www.te$tamerlcainc,com lestAmerica Analytical I esUng Corporation I TestAmerlca Drilling Corpolatlon I IestAmetica Ail Emission Corporation Testi~merica ANA.LYTICAl.. TESTING CORPORATION WDNR No 128053530 602 COMMERCE DRIVE WAIERIOWN, WI 53094 920-261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590074 Account No: 45470 Page 8 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-3 2,5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 12:35 Date Received: 09/29/2004 RepoJ:ting Date P:r:ep!Run Parameter Results Units Limit: Method Analyzed Ana.lyst Batch Hexachlorobutadiene <41 ug/kg 35 SW 82608 10/01/2004 aba 3074 Iaopropylbenzene <2' ug/kg 25 SW 826013 10/01/2004 aba 3074 p-Isopropyltoluene <2' ug/kg 25 sw 82608 10/01/2004 aba 3074 Methylene chloride <58 ug/kg 50 sw 62608 10/01/2004 aba 3074 Methyl~t-butyl ether <29 ug/kg 25 sw 82GOl:! 10/01/2004 aba 3074 Naphthalene <2' ug/kg 25 SW 82608 10/01/2004 aha 3074 n-Propylbenzene <29 ug/kg 25 SW 8260a 10f01/2004 aba 3074 Styrene <2, ug/kg 25 SW 8260E 10/01/2004 aba 3074 1,1,1,2-Tetrachlo4oethane <29 ug/kg 25 SW 8260B 10/01/2004- aba 3074 1,1,2,2-Tetrachloroethane <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Tetrachloroethene <2, ug/kg 25 SW 8260B 10/01/2004 aba 3074 Toluene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2,3-Tt1chlotoben~ene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2,4-Trichlorobenzene <29 ug/kg 25 sw 8260B 10/01/2004 aba 3074 1,1,1-Trichlotoethane <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,1,2-Trichloroethane <41 ug/kg 35 SW 82608 10/01/2004 aba 3074 Ttichloroethene <29 ug/kg 25 SW 8260B 10/01/2004 aha 3074 T:richlorofluotomethane <29 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,2,3-Trichloropropane <116 ug/kg 100 SW 8260B 10/01/2004 aba 3074 1,2,4-Ttimethylbenzene <29 ug/kg 25 SW 8260B 10/01/2004 aba 3014 1,3,S-Trimethylbenzene <2' ug/kg 25 SW 8260B 10/01/200'l, aba 3074 Vinyl ChloIide <41 ug/kg 35 SW 8260B 10/01/2004 aba 3074 Xylenes, Total <41 ug/kg 35 SW 8260B 10/01/2004 aba 3074 Surr: Oibtomofluotomethane 102 . 82-112 SW 82608 10/01/2004 aba 3074 SUtt: Toluene-d8 100 . 91-106 SW 82608 10/01/2004 aba 3074 SUtt: Br"omof 1 uotobenzene 96 . 89~1l0 SW 82608 10/01/2004 aba 3074 www.leslamelicalnc.com IeSfAmerlca Analytical Testing Corporation I IestAmerica Oillllng CorpoIatlan I leslAmulca Air Emission Carpontion Testi~merica ANALYTICAL TESTING CORPORATION WDNR No 128053530 602 COMMERCE DRlVE WATERTOWN, WI 53094 920-261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590075 Account No: 45470 Page 9 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-4 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 13:20 Date Received: 09/29/2004 Reporting Date Prep/Run PaJ:::ameter Results Units Limit Method Analyzed Analyst Batch Solids, Total 89..2 , n/a SW 5035 10/05/2004 eml 5805 VOC - METHANOL , 82608 Benzene <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Bromobenzene <28 ug/kg 25 SW 82608 10/01/2004 aha 3074 Bromochloromethane d' ug/kg 35 SW 8260B 10/01/2004 aha 3074 Bromodichloromethane <28 ug/kg 25 SW 82608 10f01/2004 aba 3074 Bromoform <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Btomomethane <112 ug/kg 100 SW 8.260B 10/01/2004 aba 3074 n-Butylbenzene <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 sec-Butylbenzene <28 ug/kg 25 sw 9260B 10/01/2004 aba 3074 telt-Butylbenzene d8 ug/kg 25 SW 9260e 10/01/2004 aba 3074 Carbon Tetrachloride <28 ug/kg 2S SW 8260e 10/01/2004 aba 3074 ChloIobenzene <26 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Chlorodibromornethane <26 ug/kg 25 SW 9260B 10/01/2004 aba 3074 Chloloethane <56 ug/kg 50 SW 9260e 10/01/2004 aha 3074 ChlorofoIm <26 ug/kg 25 SW $260B 10/01/2004 aha 3074 Chlolomethane <56 ug/kg 50 SW $260e 10/01/2004 aba 3074 2-ChloIoto1uene <56 ug/kg 50 SW 9260B 10/01/2004 aha 3074 4-Chlorotoluene <26 ug/kg 25 SW !l260e 10/01/2004 aba 3074 l,2-Dibromo-3-Chloropropane <56 ug/kg 50 SW 9260B 10/01/2004 aha 3074 l,2,-DiblomOethane (EPB) <26 ug/kg 2S SW !l260B 10/01/2004 aba 3074 Dibromomethane <28 ug/kg 25 SW 1:1260B 10/01/2004 aba 3074 1,2-Dichlolobenzene <26 ug/kg 25 SW 13260B 10/01/2004 aha 3074 1,3 -DichloI'obenzene <28 ug/kg 25 SW 8260B 10/01/2004 aha 3074 1,4-DichloIobenzene <28 ug/kg 25 SW 82608 10/01/2004 aha 3074 DichloIOdifluolomethane <56 ug/kg 50 SW 82608 10/01/2004 aba 3074 l,l-Dichloroethane <26 ug/kg 25 SW 8260B 10/01/2004 aha 3074 1,2-Dichloroethane <26 ug/kg 25 SW 8260B 10/01/2004 aha 3074 1,1-Dichloroethene <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 cis-1,2-Dichloloethene <26 ug/kg 25 SW 8260B 10/01/2004 aba 3074 tlans-l,2-0ichloroethene <28 ug/kg 25 SW 8260B 10/01/2004 aha 3074 1,2-DichloIopropane <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 1,3-Dichlolopropane d8 ug/kg 25 SW 8260B 10/01/2004 aba 3074 2,2-Dichloroplopane <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,l-Dichloroplopene <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 cis-1,3~Dichloroplopene <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 trans-l,3-Dichlolop~opene <28 ug/kg 25 SW 8260e 10/01/2004 aba 3074 D1~isopropyl ethe:r <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Ethylbenzene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 www.leSlameTlcalnc com lest America AnalylicalIestlng Corpolatlon I IestAmelica Drilling Corporation I leSIAmerica Air Emission Corporation Testi~merica ANALYTICAL TESTING CORPORATION WDNR No. lZ8053530 602 COMMERCE DRIVE WATERTOWN, WI 53094 920-261-1660 FAX 920~261-8120 ANAL YTI CAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 sample No: 590075 Account No: 45470 Page 10 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST'4 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 13 :20 Date Received: 09/29/2004 Reporting Date Pz:ep/Run Pa:tilmetel: Results Units Limit Method Analyzed Analyst Batch HexschloJ::obutadiene <39 ugjkg JS 5W 82608 10/01(2004 aba 3074 laopIopylbenzene <28 ugjkg 25 5W 8260B 10/01/2004 aba 3074 p-Isopropyltoluene <28 ugjkg 25 5W 8260B 10/01/2004. aha 3074 Methylene Chloride <56 ug/kg 50 5W 8260B 10/01/2004 aha 3074 Methyl-t-butyl ether <28 ug!kg 25 5W B260B 10/01/2004. Aba 3074 Naphthalene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 n-p:ropylbenzene <28 ug/kg 25 5W 8260B 10/01/2004 aha 3074 Styrene <28 ug/kg 25 5W 6260B 10/01/2004 aha 3074 1,1,1,2-Tetrachloroethane <28 ug/kg 2S 5W 8260B 10/01/2004 aba 3074 1,1,2,2-Tetrachloroethane <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 Tetrachloroethene <26 ug/kg 25 5W 8260B 10/01/2004 aha 3074 Toluene <28 ug/kg 2S 5W 8260B 10/01/2004 aha 3074 1,2,3-Trichlorobenzene <28 ug/kg 25 5W 8260B 10/01/2004 aha 3074 1,2,4-Trichlorobenzene <28 ug/kg 25 5W 8260B 10/01/2004 aha 3074 1,1,1-Trichloroethane <2' ug/kg 2S 5W 8260B 10/01/2004 aha 3074 1,1,2~T%ichlo%oethane <39 ug/kg 35 5W 8260B 10/01/2004 aba 3074 Trichloroethene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 Trichlorofluoromethane <26 ug/kg 2S 5W 6260B 10/01/2004 aba 3074 1,2,3-Txichloropropane <112 ug/kg 100 5W 8260B 10/0V2004 aha 3074 1, 2 ,4-Tximethylbenzene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,3,5~Tximethylbenzene <28 ug/kg 2S 5W 6260B 10/01/2004 aha 3074 Vinyl Chlodde <3. ug/kg 35 5W 8260B 10/01/2004 aha 3074 Xylenea, Total <39 ug/kg 35 5W 8260B 10/01/2004 aba 3074 SuX'x: Oibxomofluoxomethane 10. , 82-112 5W 62608 10/01/2004 aba 3074 Surr: Toluene-d8 101 , 91~106 5W 82608 10/01/2004 aba 3074 Sun:: B~omofluoxobenzene 95 , 89-110 5W 8260B 10/01/2004 aba 3074 www testamerlcalnc com TeslAmerlca Analytical resting Corporation I IestAmetica Drilling Corporation 1 TestAmerlca Air Emission Corporation Test.l~merica ANALYTICAL TESTING CORPORATION WDNR No. 128053530 602 COMMERCEDRlVE WATERTOWN, WI 53094 920-261-1660 FAx 920-261-8120 ANAL YTICAL REPORT Mr. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak Street PO Box 2107 LaCrosse, WI 54602-2107 10/06/2004 Job No: 04.10066 Sample No: 590076 Account No: 45470 Page 11 of 12 JOB DESCRIPTION: LC-04-06610 Prior Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-5 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 14:10 Date Received: 09/29/2004 Reporting Date Prep/Run Parameter Results Units Limit Method Analyzed Analyst Batch Solids, Total 893 . nla sw 5035 10/05(2004 em1 5805 VOC - METHANOL , 8260B Benzene <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Bromobenzene <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 Bromoch!oromethane d' ug/kg 35 SW 82608 10/01/2004 aba 3074 Bromodichloromethane <28 ug(kg 25 SW 8260B 10/01/2004 aba 3074 Bl'.omoform <28 ug/kg 25 SW 8260B 10/01/2004 aba 3074 Blomomethane <112 ug/kg 100 SW 8260B 10/01/2004 aba 3074 n-Butylbenzene d8 ug/kg 25 SW 8260B 10/01/2004 aba 3074 sec-Butylbenzene <28 ug/kg 25 SW 826.08 10/01/2004 aba 3074 te~t-Butylbenzene <2' ug/kg 25 SW 8260e 10/01/2004 aba 3074 Carbon Tetrachloride <" ug/kg 25 SW 8260B 10/01/2004 aba 3074 Chlorobenzene <2' ug/kg 25 SW 8260B 10/01/2004 aba 3074 Chlorodibromomethane ,28 ug/kg 25 SW 8260E 10/01/2004 aba 3074 Chloroethane ,56 ug/kg 50 SW 82608 10/01/2004 aba 3074 Chloroform <28 ug/kg 25 SW 8260e 10/01/2004 aba 3074 Chloromethane <56 ug/kg 50 SW 8260E 10/01/2004 aba 3074 2-Chlorotoluene <5, ug/kg 50 SW 8260B 10/01/2004 aba 3074 4-Chlorotoluene <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 1,2-Dibroma-3-Chlaropropane <5' ug/kg 50 sw 8260e 10/01/2004 aba 3074 1,2-Dibrarnoethane (EOB) <2' ug/kg 25 SW 8260e 10/01/2004 aba 3074 Dib:x:.omomethane <2' ug/kg 25 SW 82608 10/01/2004 aba 3074 1,2-Dichlorobenzene <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 1, 3 -'Oichlo~obenzene d. ug/kg 25 SW 8260B 10/01/2004 aba 3074 1,4-Dichlorobenzene <" ug/kg 25 SW 82608 10/01/2004 aba 3074 Dichlorodifluoromethane <5' ug/kg 50 SW 82608 10/01/2004 aba 3074 1,I-Dichloroethane d8 ug/kg 25 SW 82608 10/01/2004 aba 3074 1,2-Dichloroethane <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 1,1-Dichloroethene <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 cis-1,2-Dichloroethene d8 ug/kg 25 SW 8260B 10/01/2004 aba 3074 ttans-1,2-Dichloroethene <" ug/kg 25 SW 82608 10/01/2004 aba 3074 1,2-Dichloropropane <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 1,3*Dichloropropane <2' ug/kg 25 SW 82608 10/01/2004 aba 3074 2,2-Dichloropropane <2' ug/kg 25 SW 82608 10/01/2004 aba 3074 1.1-0ichloropropene ,28 ug/kg 25 SW S260B 10/01/2004 aba 3074 c1a-l,3-Dichloropropene <28 ug/kg 25 SW S260B 10/01/2004 aba 3074 trana-l,3-Dichloroprapene <28 ug/kg 25 SW 8260B 10/01/2004. aba 3074 Di-isopropyl ether ," ug/kg 25 SW 82608 10/01/2004 aba 3074 Ethylbenzene <28 ug/kg 25 SW 82608 10/01/2004 aba 3074 www.testameJlcalnc.com TestAmerlra Analytical Tesllng COlporation I IestAmetlca D1IIIlng COlporalloll I IeslAmeilca Ail Emission Corporation Test.i~merica ANALYTICAL TESTING CORPORATION WDNR No 128053530 602 COMMERCEDRlVE WATERTOWN, WI 53094 920-261-1660 FAX 920-261-8120 ANAL YTI CAL REPORT MI. Troy Batzel NORTHWEST INVESTMENTS 1626 Oak StIeet PO Box 2107 LaCIosse, WI 54602-2107 10/06/2004 Job No: 04,10066 Sample No: 590076 Account No: 45470 Page 12 of 12 JOB DESCRIPTION: LC-04-06610 PrioI Lake PROJECT DESCRIPTION: Soil Analysis SAMPLE DESCRIPTION: ST-5 2.5 Rec'd at 2 degrees C Date/Time Taken: 09/27/2004 14:10 Date Received: 09/29/2004 Reporting Date Prep/Run Palamete:r:: Results Unite Limit Method Analyzed Analyst Batch Hexachlorobutadiene <39 ug/kg 35 5W 82608 10/01/2004 aba 3074 IsopIopylbenzene <28 ug/kg 25 5W 82608 10/01/2004 aba 3074 p-Isopropyltoluene <28 ug/kg 25 5W 8260B lO/01/2004 aba 3074 Methylene Chloride <56 ug/kg 50 5W 8260B 10/01/2004 aba 3074 Methyl-t-butyl ether <28 ug/kg 25 5W 92606 10/01/2004 aba 3074 Naphthalene <28 ug/kg 25 5W 8260B 10101/2004 aba 3074 n-Propylbenzene <28 ug/kg 25 5W 8260B 10/01/2004 ab. 3074 Styrene <28 ug/kg 25 5W 82608 10/01/2004 aha 3074 1,1,1.2-Tetrachloroethane <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,1,2,2-Tetrachloroethane <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 Tetrachloloethene <28 ug/kg 25 5. 6260B 10/01/2004 aba 3074 Toluene <28 ug/kg 25 5W 8260B 10/01/2004 aha 3074 1,2,3.Trichlorobenzene <28 ug/kg 25 5W 82608 10/01/2004 aba 3074 1.2,4-Trichlorobenzene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 l,l,l-Trichloloethane <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,1,2-Trichloloethane <39 ug/kg 35 5W 8260B 10/01/2004 ab. 3074 Trichloroethene <28 ug/kg 25 8W 62608 10/01/2004 aba 3074 Trichlorofluoromethane <28 ug/kg 25 5W 82608 10/01/2004 aba 3074 1,2,3-Trichloropropane <:112 ug/kg 100 5W 8260B 10/01/2004 aba 3074 1,2,4-Trimethylbenzene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 1,3,S-Trirnethylbenzene <28 ug/kg 25 5W 8260B 10/01/2004 aba 3074 Vinyl Chloride <39 ug/kg 35 5W 8260B 10/01/2004 aba 3074 xylenes, Total <39 ug/kg 35 5W 82608 10/01/2004 aba 3074 SUII: Dibromofluoromethane 105 . 82-112 5W 8260B 10/01/2004 aba 3074 Surr: Toluene-dB 100 . 91-106 8W 82608 10/01/2004 aba 3074 Surr: Bromofluorobenzene 97 . 89-110 5W 8260B 10/01/2004 aba 3074 www,testamerJcalnc com leslAmeilca Analyllcallesting CorpOIation I leslAmerica Drilling Corporation! TeslAmerlca Air Emission Corporation Paul , r have enclosed . drawing of the tank hole, tank pad, and tank specs for the underground storage tank ins!: illation by Kwik Trip, Inc. for the Kwik Trip project at the corner of 83<<1 and 42. We wil be anchoring tanks at this site and Rochester Petroleum Equipment will be the tank iosUl: ler on site. If you have any questioos 00 this please let me know, Thank you, , el'<v~ Bryan Novy Projects Coordil ator Kwik Trip, Ioc. bnovv@kwiktri ,com 608.793.6433 ;:oo~ dIlU lIIMlI 0959 t9L 909 XVd 50:50 500;:/90/90 f,nn Pm r; ~ I }I. J ,I,U! v~oa ~o~ ovo A'~ gv.yv ~VYV'.v.__ i i { ! . . i I f I COO~ , I ' I ~.t,',i':~ f i r , , . " I "I ,- .....:- .....!-.'- . I' .-: ", .t-. (~. : I _'___.1- I' ...J... ." , ! : .1" I ,:: 1 I II I ! , I I If H,j-+.c- , I 1_:, r . r-: ;tt:b::H::::tJij:'L:J_ ! I" - t-___,_+~_.;_.;._>_.;.J.-L'-.LLL.!.- _~.:.~.-1+_ i- --r'.: :,.1. i_.LT~ I I I I 1-:---;,",.,"'''i'''-~''>-!-'~'1,- ;"JL~--I- i_,i:,"~~~"; ! l' 'I ! 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I I 111 i I! I , I . '" I' I I ' I ' I' , . " i ' H'J. '-i !,:,j:-i-,~ ,.';:-jl-I,"i--r:~H~!.i "~"f', ':1-- ''-1: +, :rit-t: i I I I'..-il: -:i'::ilt:I=::ff:,i~+-1..J- -T --I "':"1 :!. i : J --1.-,i-j-'I-h-:,i~.!j:::i:::::-f ( 1:.1 1"--:-, '+-:--1- -~:'I- j'-! "i.-'i--:-Tl-:'i-1:"-:-r' 1'-14- ~~ -,- I'HI If +--IHH H ': +'H+-H'I.+.i+1 -: 1+1: 1-': , '-"j' I I I i I , I , -, dllil lILlUI 1~ ~~ i[ ~ :l-~ ~ . ~o il:: . i .L.. . J;I 0968 I8L 809 YVd SO:60 SOO~/90/90 3" (1) STO 2." - REv F'LG t-IW'S~ ~ 2" "AX ,.......,~ :" - '1!'\ ~ &5 '2. _ g, 00 -'-- -1'( (4) STRAPS i? -~t.-J TOP VIEW REV FLG MANW \.Y j i < . 5 ~ i 1 ~ . f ! i SOO 121 ELEVATION (oj 0" STD rrAHK FlGS ) VLO TANK STO rt~Js .. CV @ ~, ., \ ~ j. ss ~ -lJ'6 ::........ - 384" (32'-0") ., so G, ':-;0 '4 2.4 ',4" 21 ,I .~ J~INT STRikER I PLATES rHEAD SH~ - cI V (CIRC.L JOINT 't9-tt-<LONC'L OR CJRC'L JOINTS I ~ TAl<); J 2" wONITQR PIPE WELD JOINTS \TD TANK rLG . I ,/ V FITTING dIll.L )IIMlI FJlro[) _CENFRAl NAI.ES-"- F~Rlr~TIOlS:; LABELS REOD: I~Ii~ 1.t11~'C;]' Br y.nf(rQ, ~ T AHKS ARE: DESIGNED FOR ATMOSPHrAIC PRrSSURf: 0 Lr SHE,L LEHGTH: THICKNESS: HEADS 00: ; THICKNESS: hlAMWAY: n.Gs: CPLGS: PIPE: FITTINGS: STRAPS: [NT ATTACH: EXT ATTACH: [NT BOLTS/NUTS: EXT BOLTS/HUTS: G"SKITS: WEIGHT: PAINT: I m:w~_ PO Box 806 2618 Kt PleBswnt St Burli.:c.&ton. 1A 5~601 MODERN WELDING CO. OF IOWA, IN(, e PHONE NO odem (319)1.......77 KWIK TRIP lV/STRAPS 0'''' I CUST. P.O. HO. I JOD No. 08- I DW; HO. I $OAl.t: ~ONE I:.;;.I..~: ~ .A'ItO/'t.l iV . I S14T ~o. 1 or, 096g ,gL g09 YVd 90:60 SOO~/90/90 ._u BRAUN .INTERTEC Braun Intertec Corporallon 283\ Lorson Streel La Crosse WI 54603 Compruslve Str-ength of Concrete Cylindel'S Cast in Place in CylincbicaJ: Molds ASIM C 873 Date: July 14.2005 cnent: Kwik !:tip. Ine 1626 Oak Street P 0.Box2W7 laCrosse, WI 54602,21~7 FIeld Dslll SetNl1ID.ber: Dale Cast: lime Cast MiXDesign: Pour Location: I 6/13/05 NO Canopy Footing Laboratory nata Sample !D: Date Jested: Jest Age (days): Di8Illell:r(in): Jest Length (in): UDRatio: Area (sq. in): Tcst Results Ultimafe load (Ihs): . up COlJ'CCtion Factor: Comcted c_..........:,e Strength (pst): Specified Strength (POl): Saml!le IA LocAtion of Mold In Structure Canopy footing Remarks: The results meet or exceed the requiIed strength ce: IA 6/28105 15 4~g 479 117 13 ~7 Project Nmnber. Pl'Ojed Description: Proposed Kwik lrip Prior 1 like. M.ionesota Number of Samples: Concrete I,~,~~_,("F): Maximmn Temperature ("F): Minimum T_,___("F): 7~23~ ~91 4g90 LC-04-0661ll-A 1 NO NO NO Phone: fa,' Web: 608781 7277 6087817279 brounilllertec com Michael A MCCullic:k. PE Project Engineot 3000 -:MJ ft--- Providing engineering and environmental solutions since 1957 Heating . Ventilation' Air Conditioning' Plumbing' Refrigeration 2411 'f' St NW Rochester, Mn 55901 507-288-1908 Fax 507-288-8337 Air Balance Report for Kwik Trip 423 Prior Lake Oate 8/22/2005 Tech Brandon Mensink Flow Hood Method Alanor 2 Step Reading Starting with S003's in Southeast comer of building moving west then back to the east end moving west. Location Store S003 Northeast comer AHU # I Store S003 West of Above AHU #1 Store S003 West of Above AHU #1 Store S003 West of Above AHU #1 Store S003 West of Above AHU #1 Back to East Store S003 Center of Store AHU # I Store S003 West of Above AHU #1 Store S003 West of Above AHU # 1 Back to East Store S003 Southeast comer of AHU # 1 West of Above Security Booth 103 CBT Room Men's Bathroom S004 Women's Bathroom S004 Electric Mech Room I Oelivery Room TOTAL AHU #1 STORE I I Thaw & Frost Area East to West I SOOI I West of Above I West of Above I West of Above I TOTAL AHU #2 THAW & FROST Design CFM 300 300 300 300 300 300 300 300 300 300 45 50 140 140 80 400 3855 400 400 400 400 1600 7:J1tw! Brandon Mensink Tonna Mechanical, Inc We appreciate the opportunity to earn your business! ........---. Actual CFM 315 312 309 310 311 312 312 305 312 302 50 58 152 154 83 406 4003 452 449 454 459 1814 BRAUN~ INTERTEC DAILY OBSERVATION REPORT Pr eel#: Ll'.. -1)"/. dr.~JD - .4- oj . _ Location: -.MVST I" LA-ILl:' Afl... 16..>,1:: "'TICd' Report #: Date: '7/';21 Jo-:j . Personnel Classification Regular Hours Overtime Hours 5. :::S"Awllt:SIC.I --rf'J'U JI:" € . -:r;. -1"'. Areas and work performed this day: 'P~f.F'DlZ. M t:<:. 1\1/;) A- M l c.. coJ 6" 1'F:.J)E:-rIt.tJM.e-rE;'R. "f"",S-r'",..}t.o 6>.c.. ?A-iC.I(:.,,.)I_ urr AI...(...c..If:I'.."r"", 6"S~ ~L~S.J. ~. SIJMtAlf , "t.fi-r€ST P"'~~8((.M,!^- A'T <:,.,) Uit">G~ D~ /''''R.I'I,.1&, /;D-r. 'l'''LIl.,Jk LDT 1.J/l,S l.JltTtE(U;o. ~..) '9-J"dojOf' (I'~\ ......)0. ~/'Itf'""crE;h -,,<LD':'1x THe C;oLlTJ.I t;Jo. J EASt 'FIJ", l>F U~l!.frr;;fJ. ~L1Il-^ ...Jk ~ ~tJ,J Ix. fl..OA-~A V &M,.... w,;t;T fI-,.)A ~U:-r.-f ore' ClU. uM-s:YI. ;}II!:' I _'..>C5-( ~..5t. ~I-I S,I\,g t>F" L.A1'1.E,.1t:R.. Bu I Ll'>_/.J/.. It:> IN I".eoccs s Or: nl.,€JZ..A"le..t; ....~b LOMt'r.C.-rlO,J. .All) t.Jdr~.s II:lJA lL.il8L~ FfJk- 5,"""6" . trkf, Dr..'" (""~A ,,-rID..) ''f''1.3TIJolk ilkS Mi':"1' fH6^ M~((IKU.M f'e';)!GT""'-'-'O,:) uJ..i'>t;;;~ I2F }() IJI'lIk I~ ,f.,";) JJ..1. Weather: 1>. foLD ,1" 'r' . I , Ao s Performed By: ~ 7~--../"L- F: DAILY 1 Submitted To: DOfH), 08/19/2005 FRI 16:51 FAX 1 507 281 5303 BRAUN ROCHESTER ~~~ lacrosse /jiJ004/005 'BR.AUN JNTERTEC Page -.l. af-L SlDRPT Special Inspection Daily Report City of P.4ln- J, It.. R.ponNo..: Project Name: Project Address: Client: Wecth....: it\ ~-r_ r.- ui.. \L..u...,,-_ ~ Date of This Rl!part: 7-ZS"-o> IT<>ject No..: L ft ~ 0"1- OU,fO PI- I/kN dien! Project No..: "'n', Temperalure: .-rJ , Type of InspeCliam o Continuous ~eriodic 'Aspection Coverage; o MCI'Sonry !ll(Welding & Bolting o Piles & Pie... o Rebar placement o COf\Cfele Placement o Tendon Placement o Foundalians o F\.u.....f.ng o Sails . o Special Cases Descripti,,"andlocatianafworkcompleted: _L1I"9 _ ~'I:L ~/~"<"" AI4-\.. 4. ~ ~~~ ~ ~.. ~ '1'!tu T-f J LolL 2: 16+ ~ ~ ....J.. 1<'#7 f4 #"'. ...~ hu.", U~ J ,~ .J JJ:,->4,J. . ,9J"- ~ ... JL . J..-. fL ~J2 Jl r". ~ .J. 'U.... o.ya+,J. u~ Ii.u..-.. ../. Did the arc:hitect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No 0 ,List tests performed: N&N- . Are there any discrepancies noted from this day's abservationsf . Are there any outstanding discrepancies on this project' . If yea, lee attached Summary Sheet. Yes 0 Yes 0 :M To the best of oor knowledge, work inspected was done in accordance with the appr!M!td pfan$, specifications and applicable workmanship provisions of the current 18ClUBC, except as noted obove, . ..- Signed: _~ tZ- I~ Pri~1 Full Name: 1t1J.~k. It.. ~;u.,./ Dote: 7-L;-- 0) I~-as- I.D,Na.: While copy 10 Btalln Intertec file. Blue copy to Pra/ecl Sife, Rep ,_ _; . :iYe. -- Providing ~ J,: ._~, :'landerwiTOnmcnc.a!~Ktion.f.Since 19-57 08/19/2005 PRI 16:51 PAX 1 507 281 5303 BRAUN ROCBBS~BR ~~~ lacrosse 121003/005 Pagel of' - - -BRAUN INTERTEC SIDRPT Speciallnspedion Daily Report +J.. Project Name: ~I<.. 'T'~;?:~. Project Address: \:>- - -- ..... -..... Client: Weather. city of R.., -:/.. k~ Report No.: Date of This Report: "7 - 'Z. q -OS' Projecl No,: .l6- -.:;N - a:..t../D - J4. .<I.1"':'~ .: '.,.. Client Project No.: Temperatura: -,,,'... Type of Inspection: o Caminuous G!' Perio<lic Inspsclion Coverage: '0 I'.~. ". Gil' Welding & Bol6ng o PiJ.. & Pi." o Robar Placement o Concrete Placement o T..ndon Placement o faundalions o Fi._y,__f.ng o Soils . o Special Co... Did the orch1ted or enginar authorize chonges 10 city approved plelns' Y.. 0 (listed Below) No JZI Q&L-~ ..; /~ -:r- J- A.- ~~ ~ .. , ~~ ~..~ Descriplion and location of work completed: ~ .... """'" ~. /~ .a..4.:m., Ir ..J~ u- (?J~~ ~~A-It~ I ~ ~ ,L-~. 4. ;11-.""....~ un.L.. V .::2 IJsltests performed: . Are there any discrePancies noted from this day's observations? . Are there ony outstanding j:...._...r-_..cies on this project' . If y4IIs, see attached Summary Sheet.. Y...O Yes 0 No 0- No D To the best of our knowledge, work i....,., .:" J was done in accordance with Ihe approved plans, specifications and applicoble workmanship provisions of the currenl JSctUSC, excepl as noled above. ~igned:' ~~ ~. ,. D<rte: 7- -;1...q -s- Pril'!l Full Name: /"",oK...., ~ ID..No.: White copy 10 8rolln Intsrh:c file. BI"" copy 10 Pro;sctSltsRepressntrJ/lve. . p~~...,.! __~:. ~,~.""tq/soIu<i<>nJ ...,.1957 08/19/2005 PHI 16:51 PAX 1 507 281 5303 BRAUN ROCHBS~BR ~~c lacrosse 1ill002/005 Page_ af_ ..RAUN INTERTEC SIDRI'T Speclallnspedion Daily Report City of ....:8...'-- ~.I'- Report No,: Projea Nam..: project Address: Client: Weather: ";:-',~ J/iA; IL -r;:;-n . ,-r.:"" . ::r<'k". . Dale c>f lllis Report: ProjIllCt No.: . 8-/2 -OS- ,tL,. '-a </- <::J(;.tb/tJPI ?t..,_ _ .-.,,,,/ :5.. .....~ , dienl Proje!:t No.: Tempe{QIure: 7.o'_~ Type of lru;peotion: o Continuous ~ Periodic Ins,.. _ ..,::.... _ Coverage: o Masonry ~ Wolding & Bolling o Piles & Pie.. o Rebar P1ae_ont o Concrete P10cement o Tendon Plooernent o Foundations o I......... ~~f;ng o Soil. o Special Cases Did the orcMlect or' engineer authorize changes to city approved pions? Yes 0 (Listed Below) No 0 Description and :"_::... of work completed: J4!.~1.A--X_~ ~.. ~~4 ~~; ,. 0_ -.P' ~7!_y .6e..&.. _ __ h-- . __.._-# k ~..,<t:"'$.~ ~ / // ~ ~ h~~J .~.~J r<..~~.~C~~ .,,;.,. A'''''~~~ ...4-''''':~~ ~. Al<l",044: X - B.-.. :-... ..€'~......r ~ .2 '-I' c ..I'~ /4 ..... J ...--..., ,.~ - '"' ~:-" ~r- ~ ~ .3 .. <::o/.- ~ .....;;, - -'!. ~'i-i M,...". "'""'-<. + ~ ., ~ . h- '. ?, w."~~;"'5 ~....... eo""--- #~# Ir.::-<;.. ?~~~.~ lCK..r"':~' .kld..../.- --- ~ ..4.-- ~. ~r~'~ /...A/...._~ .' . _ _ __ . A--- -'1'''1' , ..., .R ~--. =.,,'" .. #' ~ .A4f1 ~_:''''''.L~ , ~--O~ Cv~ b~",; ....;., Listtests perfonned: -\Jr6#&.t. I , . )Ct'- .8"........-<;:!~ -T bJ ,-z.J- p:.... Q,.~r-"'.L~. tIl. . Are there any discrepancies noted nom this daYs observations' . Are there any outstanding discrepancies on this projedJ . If yes, see oItoched Summ"ry Sheet, To the best of our knowledge. work inspected was dOM in ac:corda"", with the appR>Yed plans, specifications and applicable . workmanship provisions of the currentlBCIUBC. excep' as noted above. . Signed: ~ * ~ _?P Date: 51f-/;2 -OS- ~" ~ Print Full Name: /"~.6-?' h",~ I..D. No,; Y... 0 Yes 0 No 0 No 0 , While copy to Braun InIeI18c file. Blu~ COf1Y to Project SIIe Representative. . J'rovidirc""o:'-":" and "";'",..,~J ,oludom since 1957 08/19/2005 PRI 16:52 PAX 1 507 281 5303 BRAUN ROCHESTSR --- lacrosse IilI005/005 Page_ of_ BRAUN INTERTEC SIDRPT Special Inspection Daily Report dtyof f:-._.- '/"d- Report N.. : Proieet Nome: Project Address: Client: Weather. #:- (/. K::., j.- L 7:. ~ f'~_ '1../ - ~...." Dole of Th is Report: Project No.: 6'~/9 -OS- L(;. -0 <.'-/l'(l- J{J~ #VI "'./ . .c/~"7- Client Project No.: Temperature: 70'., Type ollnspeelion: o Continuous pPeriodie Inspection Coverage: o Masonry ~Welding & Bolting o Piles & Piers o Rebar Placement o Concrete Placement o Tendon Placement o Foundations o Fir8.... --:':.-0 o Soil. . o Special eo..... Did the architect 6r engineer authorize chang.. to cily approved pland Yes 0 (Listed Below) No 0 ~"_,A:'A.h,,d ~. ~ a...-/ ___":,.':-~ ~ ~ . J r _~ ~L ~ ~_"..~-4ii".,e , - ~fk .,L , . , "'_~I_""" .JI~_ .,J ~3, a...--...... Description cnd locaoon "'work compleled: .4L/ Lis! tests performed: Ik6~ ~...,~~ . Are there any discrepancies noted from this day-I observations? . Are there any outstanding discrepancies on this project; . If yes, s"" oIloched Summary Sheet. "0 the best of our knowledge, work inspected was done in accordance with the approved plcns, spocific:ations cnd applicable we. rkmcnS~iP provi . ns Of~e curr . ~/UBC, except as noted above. .~- ~ - Signed: .~...,.. - . Date: ..I! '7'9-t::J5 !,rintFuUNam~: /~ ~~ 10.1'10..: r Yes 0 Ves 0 N~ NiJd~ White COpy to Broun 1J1lertec f11~. Blue copy'to Pro/ect Site Represenlotive.. . ProWfmg~ond"",;"."...."...dsolution.s,inu 19.57 BRAUN INTERTEC Braun Intortec Corporation 283 J Lorson Slreet La Cro~se WI 54603 Phone 60B 781 7277 Fcoc 608 78' 727Q Web: brauninlertec com Compressive Strength of Concrete Cylinder Test Method: ASTM C 39, 6 X 12 Cylinder Repolt Date: 8/19/05 Client: Project No.: PlOject Desc: LC-04-06610-A COMPRESSION TESTING Proposed K wile Trip l'Iior Lake, Minnesota Kwik Trip, Inc 1626 Oak Sneer P.O. Box 2107 La Crosse, WI 54602-2107 Field Test Conditions and Results I Mix Design: 6n/2005 Supplier: Not Given Specified Air (%): 7/1512005 Specified Strength (PSi): Not Given I icket Number: Not Given Cylinders per Set: Not Given Cylindels Cast By: Not Given Not Given Not Given Not Given Not Given 3000 Not Given 2 Client Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): Measured Air (%): Concrete Temp (OF): Au Temp (OF): Liquid Added On Site: Sample Location: Footings Comnression Test Results Field Lab Test Cylinder Cylinder Cure GUle Age Max Load Diametel Area Strength Fracture Capping RemaIks Sample No, (days) (days) (days) (pounds) (inches) (in.") (psi) Type Method" Code(s) lA 38 t 39 115930 599 2818 4110 B N A IB 38 1 39 125890 599 2818 4470 0 N A " Capping Method N=AS1M C 1231- Unhanded Caps S=ASTM C 617. Su/jiP Caps Break RemaIks: A Result is reported per contractor request. General RemaIks: Copies to: TYPES OF FRACTURE -A-- ~-^/ ABC 0 e Cone Cone & Cone & Shear Columnar . /1 SP' Shear j/~P - Michael A McCullick, PE l'Ioject Engine", ') ProlJiding engineering and environmental solutions since J957 BRAUN INTERTEC BraU" Intertec Corporation 2831 lorson SITae! La Crosse WI 54603 Compr'essive Strength of Concrete Cylinder- Test Method: ASTM C 39, 6 x 12 Cylinder Kwik Tlip, Inc.. 1626 Oak Street PO Box2107 La Crosse, WI 54602,2107 Field Test Conditions and Results 2 Mix Design: 6/812005 Supplier: Not Given Specified Ail (%): 711512005 Specified Strengrh (psi): Not Given Ticket Number: Not Given Cylinders per Set: Not Given Cylinders Cast By: Not Given Not Given Client: Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): Measured Air (%): Concrete Temp (OF): Ail Temp (OF): Liquid Added On Site: Sample Location: Canopy Footing Report Date: 8119/05 Project No : Project Desc: LC-04-06610-A COMPRESSION TESTING PlOpOSed K wik Trip Prior lake, Minnesota Phone: Fax: Web: 6087817277 608781 7279 brouninlerlec com Not Given Not Given Not Given 3000 Not Given I Client Com))ression Test Results Field lab Test Cylinde, Cylinder Cure Cure Age Max Load Diameter Area Strength Fracture Capping Remarks Sample No (days) (days) (days) (pounds) (inches) (in.') (psi) Type Method" Code(s) 2A 37 I 38 118610 5.99 28.18 4210 D N A * Capping Method. N=ASTM C 1231, Unbanded Cap, S=AST M C 617, Sulfiu' Caps Break Remarks: A Result is reported per contractolrequest Gener al Remar-ks: Copies to: TYPES OF FRACTURE XXI/ ABC 0 E Cone Cone & Cone & Shear Columnar ~~e.r Michael A McCullick, PE Project Enginee, , P,oviding enginee'ling and enviTonmental solutions since 1957 BRAUN INTERTEC Braun Int.....c C. .' ,. . -:.' 2831 larson Slreel La Crosse WI 54603 Phone: 608 781 7277 Fox: 608 781 7279 Web. brouninlertec c;;om Compressive Strength of Concr'ete Cylinder Test Method: ASTM C 39, 6 x 12 Cylinder Kwik Trip, Inc. 1626 Oak Street PO. Box 2107 La Crosse, WI 54602-2107 Field Test Conditions and Results 3 Mix Design: 6/2112005 Supplier: Not Given Specified Air (%): 7ft 512005 Specified Strength (psi): Not Given Ticket Number: Not Given Cylinders per Set: Not Given Cylinders Cast By: Not Given Not Given Client: Set Number: Date Cast: Time Cast: Date Received: Measwed Slump (in ): Measwed Air (%): Conclete Temp (OF): Air Temp (OF): Liquid Added On Site: Sample Location: FlOnt Sidewalk Report Date: 8/19/05 PlOject No.: Project Desc: LC-04,06610'A COMPRESSION TESTING PlOposed K wik Trip Prior take. Minnesota Not Given Not Given Not Given 4000 Not Given 2 Client Comnr'ession Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load DiameteI Area Strength Flacture Capping Remarks Sample No.. (days) (days) (days) (pounds) (inches) (in.>) (psi) Type Method' Code(s) 3A 24 4 28 119560 5..99 28,18 4240 B N A 3B 24 4 28 119940 5..99 28.t8 4260 D N A . Capping Method N=ASIM C 1231, Unbonded Caps S=ASIMC 6/7, Suljur Cap., Bleak Remarks: A Result is reported per contractor request. General Remarks: Copies to: TYPES OF FRACTURE -A-- X_6/ ABC D E Cone Cone & Cone & Shear Columnar SpIlt Shear /l-/ /--- 'Michael A McCulIick. PE PlOject Engine", P10viding engineering and tnuironmental soLutions since 1957 BRAUN INTERTEC Braun I..tertee CL_", &_ L::'__ 2831 Lorson Slreel to c.osse WI 54603 Phone: 608 781 7277 Fax: 608 781 7279 Web: brouninlertec com Compr'essive Strength of Concr'ete Cylinder' Test Method: ASIM C 39, 6 x 12 CylindeJ K wik T lip, Inc.. 1626 Oak Street P.O. Box 2107 La Crosse, WI 54602,2107 Field Test Conditions and Resnlts 4 Mix Design: 71512005 Supplier: Not Given Specified Air (%): 7/t 512005 Specified Strength (psi): Not Given Ticket Numbel: Not Given Cylinders per Set: Not Given Cylinders Cast By: Not Given Not Given Client: Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): Measured Air (%): Concrete Temp (OF): Air Temp ("F): Liquid Added On Site: Sample Location: Left Sidewalk RepOlt Date: 8/19/05 Project No.: Project Desc: lC-Q4-06610-A COMPRESSION TESTING Proposed Kwik Tlip PI ior Lake, Minnesota Not Given Not Given Not Given 4000 Not Given I Client ComDression Test Results Field Lab Test Cylinder Cylinder Cure Cure Age Max Load Diameter Area Strength FlllCture Capping RemaIks Sample No. (days) (days) (days) (pounds) (inches) (in.') (psi) Type Method' Code(s) 4A 10 18 28 112995 599 2818 4010 D N A · Capping Method N=ASIM C 1231. Unbonded Caps S=ASIM C 617, Sulflll Caps Break RemaIks: A Result is reported per contractOl request. Geneml RemaIks: Copies to: TYPES OF FRACTURE -A-- L_~~ ~ ABC D E Cone Cone & Cone & Shear Columnar ~;;r Michael A McCullick, PE Project Engineer Pro4Jiding engineering and enviTonmtntal :solutions since 1957 BRAUN INTERTEC Braun Inlertec Corporation 2831 larson Street lo Cfo~e WI 54603 Phone: 6087817277 fox. 60B 78 I 7279 Web brounintertec com Compressive Str'ength of Concr'ete Cylinder lest Method: ASlM C 39, 6 x 12 Cylinder Report Date: 8119/05 Client: Project No..: Project Desc: LC-04-06610,A COMPRESSION lESlING Proposed Kwik lrip Prior Lake, Minnesota Kwik lrip, Inc. J626 Oak SlIeet P.O Box2107 La Crosse, WI 54602,2107 Field Test Conditions and Results 5 Mix Design: 7/6/2005 Supplier: Not Given Specified Air (%): 7/15/2005 Specified Strength (psi): Not Given 1 icket Number: Not Given Cylinders per Set: Not Given Cylinders Cast By: Not Given Not Given Set Number: Date Cast: lime Cast: Date Received: Measured Slump (in.): Measured Air (%): Concrete 1 emp (OF): Air 1 emp (oF): Liquid Added On Site: Sample Location: Gas Nea Not Given Not Given Not Given 4000 Not Given 1 Client Comnlession Test Results Field Lab lest Cylinder Cylinder Cure Cwe Age Max Load Diameter Area SlIength Fracture Capping Remarks Sample No. (days) (days) (days) (pounds) (inches) (in.") (psi) Type Method" Code(s) 5A 9 19 28 163980 5.99 2818 5820 D N A " Capping Method. N=ASIMC 1231, UnbondedCaps S=ASIMC 617, 5uljiu Cap.s Break Remarks: A Result is lepOlted per conlIactOl request.. General Remarks: Copies to: TYPES OF FRACTURE XIL/ ABC D E Cone Cone & Cone & Shear Columnar ~::- M(chaeI A McCullick, PE Project Engineer - Providing enginee1ing and tnVi70nmental soLutions since 1957 BRAUN INTERTEC Braun Inter1ec Corporation 2831 Lorson SlTael La Crosse WI 54603 Compr'essive Strength of Concrete Cylinder Test Method: ASTM C 39, 6 x 12 Cylinder Kwik Trip, Inc.. 1626 Oak Street PO.. Box 2107 La Crosse, WI 54602-2107 Field Test Conditions and Results 6 Mix Design: 7 n /2005 Supplier: Not Given Specified Air (%): 7/15/2005 Specified Strength (psi): Not Given Ticket Number: Not Given Cylinders per Set: Not Given Cylinders Cast By: Not Given Not Given Client: Set Number: Date Cast: Time Cast: Date Received: Measured Slump (in.): Measured Air (%): Concrete Temp (OF): AirYemp (OF): Liquid Added On Site: Sample Location: Tank End Report Date: 8/19/05 Project No : Project Desc: LC,04-0661O-A COMPRESSION TESTING Proposed Kwik Trip Prior Lake, Minnesota Phone: Fox: Web. 608 78' 7277 608 78\ 7279 brouninterlec com Not Given Not Given Not Given 4000 Not Given t Client ComDression Test Results Field Lab Test Cylinder Cylinder CUIe Cure Age Max Load Diameter Mea Strength Fractwe Capping Remarks Sample No (days) (days) (days) (pounds) (inches) (in.') (psi) Type Method.' Code(s) 6A 8 20 28 ] 92600 5,97 27.99 6880 B N A . Capping Method N=ASTM C 1231, Unbanded Caps S~ASTM C 617, Sulfin Caps. Break Remarks: A Result is reported pel contractor request. Gener al Rermu ks: Copies to: TYPES OF FRACTURE xr~~ ABC D Cone Cone & Cone & Sheer ~~ Michael A. McCutlick, PE Project Engineer E Columnar - .. Providing engineering and en"i,onmental solutions since 1957 BRAUN INTERTEC Braun Intertec: Corporation 2831 Lorson $lreet la Cro5~e WI 54603 Phone Fox Web 608 781 7277 608781 7279 broLJninlErr~ec com Compressive Strength of Concrete Cylinder Test Method: ASTM C 39, 6 x ]2 Cylinder Report Date: 8/19/05 Client: Project No.: Project Dese: LC-04,0661O,A COMPRESSION TESTING Proposed Kwik Trip Plior Lake, Minnesota Kwik Tlip, Inc. t 626 Oak Street P.O. Box 2107 La Crosse, WI 54602,2107 Field Test Conditions and Results 7 Mix Design: 7/12(2005 Supplier: Not Given Specified Air (%): 7/15(2005 Specified Strength (psi): Not Given Ticket Number: Not Given Cylinders pel Set: Not Given Cylinders Cast By: Not Given Not Given Set Number: Date Cast: Time Cast: Date Received: Measwed Slump (in ): Measured Air (%): Conclete Temp (eF): Air Temp (oF): Liquid Added On Site: Sample Location: f font Pad Not Given Nor Given Not Given 4000 Not Given 2 Client ComDr'ession Test Results Field Lab Test Cylinder Cylinder Cure Cwe Age Max Load Diameter Area Strength Fracture Capping Rematlcs Sample No. (days) (days) (days) (pounds) (inches) (in,') (psi) Iype Method' Code(s) 7A 3 25 28 124640 600 28.27 4410 D N A 7B 3 25 28 t26830 6.00 28.27 4490 D N A 'Capping Method N=ASIMC 1231, UnbondedCaps S=ASIMC 617, Su{ju,Cap,. Break Remarks: A Result is reported per contractor request Gener aI Remarks: Copies to: TYPES OF FRACTURE ~r~~ ABC 0 E Cone Cone & Cone & Shear Columnar ~;:., Michae] A McCullick, PE Project Engineer .. P,oviding engineering and environmental solutions since 1957 KWIK TRIP 14160 WILDS PATH PRIOR LAKE, MN. FIRE PROTECTION HYDRAULIC CALCULATIONS & HEAD SPECIFICATIONS GILBERT MECHANICAL 4451 WEST 76TH STREET EDINA, MN. 55435 , , -.1M DESIGN FIRE PROTECT 1'::l...~.\'S 'iLl Page 1 Date Hvdraulic Desian Information Sheet Date - 5-17-05 Name - KWIK TRIP Location - 14160 WILDS PATH N.W., PRIOR, MN, 55372 Building - THAW & FROST Contractor - GILBERT MECHANICAL CONTRACTORS Calculated By - DOUG CARLSON Construction: (X) Combustible {) Non-Combustible Occupancy - RETAIL S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Speci fie Ruling Ord,Haz,Gp, ( ) Figure Lt. Haz. NFPA 231C D E S I G N Area of Sprinkler Operation - 1175 Density - .2 Area Per Sprinkler - 110 Elevation at Highest Outlet - 9 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 Note System No. - 1 Contract No. - 05-1768-30 Drawing No. - 2 Ceiling Height - 91-6" ( ) 1 (X) 2 ( ) 3 Curve ( ) E>t.Haz. Made By Date System Type (X) Wet ( ) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model TY-FRB Size 1/2 K-Factor 5.6 Temp.Rat.155 Calculation summary Flow Required - 624.26 Press Required - 60.54 C-Factor Used: 120 Overhead 140 At CITY Underground W A T E R Water Flow Test: Date of Test - 5-4-05 Time of Test Static Press - 72 Residual Press - 69 Flow - 1322 Elevation Rated Cap.- @ Press Elev, Pump Data: S U P P L Y Location - WILDS PATH & CNTY ROAD 83 Source of Information - GILBERT MECHANICAL & CITY c o M M Commodity storage Ht. Storage Method: Solid Piled Class Area % S T o R A G E R A C K Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet Flue Spacing Longitudinal Horizontal Barriers Provided: Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse VVCl'''' uUfJfJ'Y "UI V., \") CUSTOM DESIGN FIRE PROTECT Page 2 Date City Water Supply: C1 ,Static Pressure : 72 PSI C2 - Residual Pressure: 69 PSI C2 - Residual Flow 1322 GPM 150 , I I D1 - Elevation 4.331 PSI 140 , I I D2 ' System Flow : 374,26 GPM D2 - System Pressure : 60.542 PSI 130 , I I Hose (Adj City ) GPM Hose ( Demand) : 250 GPM P 120 I I I D3 - System Demand : 624.26 GPM Safety Margin : 10.709 PSI R 110 I I E 100 I I S 90 I I S 60 C1 I C2 I U 70 = - 02 I I - - -~ R 60 / I I ~. E 50 / - . I I 40 / I I 30 I I I 20 / I I 10 I I I" n1 200 400 600 600 1000 1200 1400 1600 1600 FLOW ( N ^ 1.65 ) Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 _oy _ , uM DESIGN FIRE PROTECT Page 4 Date Unadjusted Fittings Table 1/2 314 1114 11/2 2 21/2 3 31/2 4 A 7.7 21.5 17.0 B 10.0 10.0 10.0 10.0 10.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3,5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6,0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 p 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1,0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 36.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40,0 45.0 50.0 61.0 ....ummary - ~ I ANUAKU , ..JM DESIGN FIRE PROTECT Page 5 Date Node Elevation K,Fact PI Pn Flow Density Area Press No. Actual Actual ReQ. 44 10.0 11.2 11.76 na 38.4 .15 256 11.5 45 10.0 5.6 15.34 na 21.93 .2 80 7.0 46 10.0 5.6 17.4 na 23.36 .2 80 7.0 41 10.0 5.6 8.16 na 16.0 .2 80 7.0 42 10.0 5.6 8.83 na 16.65 .2 80 7.0 36 10.0 5.6 8.16 na 16.0 .2 80 7.0 37 10.0 5.6 8.83 na 16.65 .2 80 7.0 39 10.0 5.6 8.16 na 16.0 .2 80 7.0 30 10.0 11.2 12.01 na 38.82 .15 256 11.5 31 10.0 5.6 13.59 na 20.65 .2 75 7,0 32 10.0 5.6 15.43 na 22.0 .2 110 7.0 33 10.0 5.6 16.82 na 22.96 .2 110 7.0 34 10.0 5.6 19.56 na 24.76 .2 110 7.0 48 10.0 5.6 18.37 na 24.0 .2 120 7.0 47 10.0 K = K@47 23.9 na 88.78 43 10.0 K= K@43 24.0 na 51.42 63 10.0 24.05 na 38 10.0 K=K@38 24.17 na 52.33 40 10,0 K=K@40 24.22 na 25.31 35 10.0 K=K@35 24.44 na 156.42 59 10.0 26.36 na 60 10.0 29.69 na 61 10.0 41.09 na 62 10.0 48.34 na BASE 0.0 55.49 na SPG 0.0 58.4 na CITY 0.0 60.54 na 250.0 The maximum velocity is 18.54 and ~ occurs in the pipe between nodes 34 and 35 J' IS - Standard Hyd. Ref. Point Oa Dia. Page 6 Date Fitting Pipe pt PI or Ftng's Pe Pv ."'***** Notes ..-*. Eqv. Ln. Total Pf Pn J , OM DESIGN FIRE PROTECT "el' Qt Pf/UL 44 36.40 1,104 1E 2.565 6.000 11.755 K Factor = 11.20 to 120 0.0 2.565 0.0 45 36.4 0.3391 0.0 10,565 3.563 Vel = 12.67 45 21.93 1.452 0.0 10.000 15.336 K Factor = 5,60 to 120 0.0 0.0 0.0 46 60.33 0.2060 0.0 10.000 2.060 Vel = 11.69 46 23.36 1.452 1T 7.666 2.500 17.396 K Factor = 5.60 to 120 0.0 7.666 0,0 47 63.69 0.6366 0.0 10.166 6.507 Vel = 16.22 0.0 63,69 23.905 K Factor = 17.12 41 16.00 1.104 0.0 10,000 6.163 K Factor = 5.60 to 120 0.0 0.0 0.0 42 16.0 0.0672 0.0 10.000 0.672 Vel = 5.36 42 16.65 1.452 1T 7.666 5.000 6.635 K Factor = 5.60 to 120 0.0 7,666 0.0 43 32.65 1.1952 0,0 12.666 15.162 Vel = 6.33 0.0 32.65 23,997 K Factor = 6.67 36 16.00 1.104 0.0 10.000 6.163 K Factor = 5.60 to 120 0.0 0,0 0.0 37 16,0 0.0672 0,0 10.000 0.672 Vel = 5.36 37 16.65 1.452 1T 7.666 1.000 6.635 K Factor = 5.60 to 120 0.0 7.666 0.0 36 32.65 1,7659 0.0 6.666 15,339 Vel = 6,33 0.0 32.65 24.174 K Factor = 6.64 39 16.00 1.104 2E 2,565 11.000 6.163 K Factor = 5.60 to 120 1T 6.413 11,543 0.0 40 16.0 0.7123 0.0 22.543 16.056 Vel = 5.36 0.0 16.00 24.221 K Factor = 3,25 30 36.62 1,104 1E 2.565 2.000 12.014 K Factor = 11.20 to 120 0.0 2.565 0.0 31 36.82 0.3461 0.0 4.565 1,560 Vel = 13.01 31 20.65 1.667 1T 10,044 9.000 13.594 K Factor = 5.60 to 120 0.0 10.044 0.0 32 59.47 0.0966 0,0 19.044 1.640 Vel = 6.54 32 22.00 1.667 0.0 8.000 15.434 K Factor = 5.60 to 120 0.0 0.0 0,0 33 61.47 0.1729 0.0 6.000 1,363 Vel = 11.69 33 22.96 1.667 0.0 10.000 16.617 K Factor = 5.60 to 120 0.0 0.0 0.0 34 104.43 0,2736 0.0 10.000 2.736 Vel = 14.99 34 24.77 1.667 1T 10.044 2.000 19.555 K Factor = 5.60 to 120 0.0 10.044 0,0 35 129.2 0.4059 0.0 12.044 4,889 Vel = 18.54 J' IS - Standard Qt Pf/UL Page 7 Date Fitting Pipe pt PI or Ftng's Pe Pv *...... Notes ...*-- Eqv. Ln. Total Pf Pn J' <.JM DESIGN FIRE PROTECT Hyd. Ref. Point Qa Dia. He" 0.0 129.20 24.444 K Factor = 26.13 48 24.00 1.452 1T 7.686 9.000 18.367 K Factor = 5.60 to 120 0.0 7.686 0,0 35 24.0 0,3642 0.0 16.686 6.077 Vel = 4.65 0.0 24.00 24.444 K Factor = 4,85 47 88.78 2,635 0.0 4.000 23,905 K Factor@ node 47 to 120 0.0 0.0 0.0 43 88.78 0.0230 0.0 4.000 0.092 Vel = 5.22 43 51.42 2.635 0,0 1,000 23.997 K Factor @ node 43 to 120 0.0 0.0 0.0 63 140.2 0,0540 0.0 1.000 0.054 Vel = 8.25 63 -102.97 2,635 2E 8.237 10,000 24.051 to 120 0.0 16.474 0.0 38 37.23 0.0046 0.0 26.474 0.123 Vel = 2.19 38 52,33 2.635 0.0 2.000 24.174 K Factor @ node 38 to 120 0.0 0.0 0.0 40 89.56 0,0235 0.0 2.000 0.047 Vel = 5.27 40 25.31 2.635 0.0 6,000 24.221 K Factor @ node 40 to 120 0.0 0.0 0.0 35 114.87 0,0372 0.0 6.000 0.223 Vel = 6.76 35 156,43 2.635 0.0 10.500 24.444 K Factor @ node 35 to 120 0.0 0.0 0.0 59 271.3 0.1826 0.0 10.500 1,917 Vel = 15,96 59 0.0 2,635 1E 8.237 10.000 26,361 to 120 0.0 8.237 0.0 60 271,3 0.1825 0.0 18.237 3,328 Vel = 15,96 60 0.0 2.635 2E 8.237 46.000 29.689 to 120 0.0 16.474 0.0 61 271.3 0.1825 0.0 62.474 11.403 Vel = 15.96 61 0.0 2.635 1E 8.237 15.000 41.092 to 120 1T 16.474 24.711 0.0 62 271.3 0.1825 0.0 39.711 7.248 Vel = 15.96 0.0 271.30 48,340 K Factor = 39.02 63 102.96 1.687 1E 5.022 76,000 24.051 to 120 1T 10.044 15.066 0.0 62 102.96 0.2667 0.0 91.066 24.289 Vel = 14.78 62 271.30 4.26 2E 13.167 20.000 48.340 to 120 1B 15.8 68.468 4.331 BASE 374.26 0.0319 1T 26,334 88.468 2,823 Vel = 8.42 BASE 0.0 4,26 2B 15.8 4.260 55.494 to 120 1S 28.968 86.903 0.0 SPG 374.26 0,0319 1T 26,334 91.163 2.908 Vel = 8.42 SPG 0.0 6.16 4E 20.084 400.000 58.402 to 140 1F 10.042 137.719 0.0 CITY 374.26 0,0040 1G 4.304 537.719 2.140 Vel = 4.03 . -'M DESIGN FIRE PROTECT .." - ;:,tanaara Hyd. Ref. Poinl Qa Qt 250.00 624.26 Dia. "e" PflUL Page 8 Date Fitting Pipe Pt Pt or Ftng's Pe Pv ***.... Noles .***** Eqv, Ln, Total PI Pn 1T 43.037 60.542 Qa = 250.00 K Factor = 80.23 JESIGN FIRE PROTECT l<J..~o'f\Z Z. Page 1 Date Hvdraulic Desian Information Sheet Date - 5-17-05 Name - KWIK TRIP Location - 14160 WILDS PATH N.W., PRIOR, MN. 55372 Building - RETAIL AREA Contractor - GILBERT MECHANICAL CONTRACTORS Calculated By - DOUG CARLSON Construction: (X) Combustible () Non-Combustible Occupancy - RETAIL System No, - 1 Contract No, - 05-1768-30 Drawing No. - 2 Ceiling Height - 9'-6" 2~ ) 3 Curve S Y S T E M (X) NFPA 13 ( ) NFPA 231 other Specific Ruling Lt. Haz, NFPA 231C ord.Haz.Gp. ( ) 1 (X) ( ) Figure D E S I G N Area of Sprinkler Operation - 988 Density - .2 Area Per Sprinkler - 120 Elevation at Highest Outlet - 9 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 Note ( ) EX.Haz. Made By Date System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL' Model TY-FRB Size 1/2 K-Factor 5.6 Temp.Rat.155 Calculation Summary Flow Required - 527,94 Press Required - 58.42 C-Factor Used: 120 Overhead 140 At CITY Underground W A T E R Water Flow Test: Date of Test - 5-4-05 Time of Test Static Press - 72 Residual Press - 69 Flow - 1322 Elevation Rated Cap,- @ Press Elev. Pump Data: S U P P L Y Location - WILDS PATH & CNTY ROAD 83 Source of Information - GILBERT MECHANICAL & CITY C o M M Commodity Storage Ht, Storage Method: Solid Piled Class Area % S T o R A G E Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet R A C K Flue Spacing Longitudinal Horizontal Barriers Provided: Tank or Reservoir: Cap, - Elev.- Well Proof Flow Location Aisle W. Pa11etized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse VVdll:>' 0UPP'Y "U'VI:> \"} CUSTOM DESIGN FIRE PROTECT City Water Supply: C1 - Static Pressure : C2 - Residual Pressure: C2 - Residual Flow 70 PSI 65 PSI 1000 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 02 R 60 l E 50 / 40 I 30 / 20 I 10 j n4 100 200 300 400 D1 ' Elevation D2 ' System Flow D2 ' System Pressure Hose ( Adj City ) Hose ( Demand) D3 ' System Demand Safety Margin Page 2 Date 4.331 PSI 277.94 GPM 58.429 PSI GPM 250 GPM 527.94 GPM 10.037 PSI C 500 u.s 600 FLOW ( N ^ 1.85 ) 700 800 900 Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 A:SIGN FIRE PROTECT Fitting Legend Abbrev. A B C D E F G H I J K L M N o P Q R S T U V W X y Z Page 3 Date Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd,Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Tum Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch "_"__~_,__."""",,,___,,__ _._._.__ ",. '0.., _ .._..__.__ _ __....... __,._.,.,_. .. _"'__'_._."',__ ... ..,".._~_.___..____.___.______ "_~'_____'___'_',,__.,__ , ..IcSIGN FIRE PROTECT Page 4 Date Unadjusted Fittings Table 1/2 3/4 1114 11/2 2 21/2 3 31/2 4 A 7.7 21.5 17.0 B 10.0 10.0 10.0 10.0 10.0 10.0 12.0 C 1.0 1.0 10 1.0 1.0 1.0 1,0 1.0 1.0 1.0 0 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5,0 6.0 7,0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 40 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6,0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9,0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20,0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 )( 21.0 25.0 33.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 -,UlllllldlY - ~ 1t-\I"\IUt-\n.U .Jt:SIGN FIRE PROTECT Page 5 Date Node Elevation K,Fact PI Pn Flow Denstty AIea Press No. Actual Actual Req. 51 10.0 5.6 18.37 na 24.0 .2 120 7.0 52 10.0 5.6 19.79 na 24.91 .2 120 7.0 53 10.0 5.6 21.19 na 25.78 .2 120 7.0 54 10.0 5.6 24.24 na 27.57 2 120 7.0 55 10.0 5.6 18.37 na 24,0 .2 120 7.0 56 10.0 5.6 19.5 na 24.73 .2 120 7,0 57 10.0 5.6 20.89 na 25.6 2 120 7.0 56 10.0 5.6 23.92 na 27.39 .2 120 7.0 63 10.0 39.31 na 35 10.0 K=K@35 38.64 na 102.26 59 10.0 K=K@59 38.88 na 102.39 60 10.0 39.86 na 64 10.0 5.6 40.93 na 35.83 .2 120 7.0 61 10,0 5.6 44.73 na 37.45 .2 130 7.0 62 10.0 49.61 na BASE 0.0 55.56 na SPG 0.0 57.24 na CITY 0.0 58.43 na 250.0 The maximum velocity is 19.81 and it occurs in the pipe between nodes 54 and 35 ~ - vldllUi:;Il U ..JcSIGN FIRE PROTECT Page 6 Date Hyd, Ref, Point Qa Dia. Fitting or Eqv. Ln. Pipe Ftng's Total PI Pe Pf PI Pv Pn *.**.** Notes ***.** "e" Qt Pf/UL 51 24.00 1.104 0,0 10.000 18,367 K Factor = 5,60 to 120 0.0 0.0 0.0 52 24.0 0.1422 0.0 10.000 1.422 Vel = 8.04 52 24.91 1.452 0.0 10.000 19.789 K Factor = 5.60 to 120 0.0 0.0 0.0 53 48.91 0,1397 0.0 10.000 1.397 Vel = 9.48 53 25.78 1.452 0.0 10.000 21.186 K Factor = 5,60 to 120 0.0 0,0 0.0 54 74.69 0.3058 0.0 10.000 3.058 Vel = 14.47 54 27.57 1.452 1T 7.686 19.000 24.244 K Factor = 5,60 to 120 0.0 7.686 0.0 35 102.26 0.5468 0.0 26.686 14.592 Vel = 19.81 0.0 102.26 38.836 K Factor = 16.41 55 24,00 1.104 0,0 8.000 18.367 K Factor = 5.60 to 120 0.0 0.0 0.0 56 24.0 0.1422 0.0 8.000 1.138 Vel = 8.04 56 24.73 1.452 0.0 10.000 19,505 K Factor = 5.60 to 120 0.0 0.0 0.0 57 48.73 0.1387 0.0 10.000 1.387 Vel = 9.44 57 25.60 1.452 0.0 10,000 20.892 K Factor = 5.60 to 120 0.0 0.0 0.0 58 74.33 0.3031 0,0 10.000 3.031 Vel = 14.40 58 27.39 1.452 1T 7.686 19.000 23.923 K Factor = 5.60 to 120 0.0 7.686 0,0 59 101.72 0,5606 0.0 26.686 14,960 Vel = 19,71 0.0 101.72 38.883 K Factor = 16,31 63 -64.75 2,635 2E 8,237 20.000 39.306 to 120 0.0 16.474 0.0 35 -64,75 -0.0129 0.0 36.474 ,0.470 Vel = 3.81 35 102,26 2.635 0,0 10.000 38.836 K Factor @ node 35 to 120 0.0 0.0 0.0 59 37.51 0.0047 0.0 10,000 0.047 Vel = 2.21 59 102,39 2.635 1E 8.237 10.000 38.883 K Factor @ node 59 to 120 0.0 8.237 0.0 60 139.9 0.0536 0.0 18.237 0.978 Vel = 8.23 60 0.0 2.635 0.0 20.000 39.861 to 120 0.0 0.0 0.0 64 139.9 0,0536 0.0 20.000 1.072 Vel = 8.23 64 35.83 2.635 2E 8.237 30.000 40.933 K Factor = 5.60 to 120 0.0 16.474 0.0 61 175.73 0,0817 0.0 46.474 3.798 Vel = 10.34 61 37.45 2.635 1E 8.237 17.000 44.731 K Factor = 5.60 0 120 1T 16.474 24.711 0,0 ;2 213.18 0.1169 0.0 41.711 4.874 Vel = 12.54 0.0 -.-. .--"- ...;;:;IGN FIRE PROTECT Page 7 Date Hyd, Qa Dia, Fitting Pipe pt PI Ref. "C" or Ftng's Pe Pv **-*** Notes *'***** Point Qt P~..\_'L Eqv, Ln, Total Pf Pn 213.18 49.605 K Factor = 30.27 63 64.75 1.687 1E 5.022 76,000 39.306 to 120 1T 10.044 15,066 0.0 62 64.75 0.1131 0.0 91,066 10.299 Vel = 9.29 62 213.19 4.26 2E 13.167 20,000 49.605 to 120 1B 15.8 68.468 4.331 BASE 277.94 0.0184 1T 26.334 88.468 1,628 Vel = 6.26 BASE 0.0 4,26 2B 15.8 4.260 55.564 to 120 15 28,968 86.903 0.0 SPG 277.94 0.0184 1T 26,334 91.163 1.677 Vel = 6.26 5PG 0.0 6.16 3E 20.084 400.000 57,241 to 140 1F 10.042 117.635 0,0 CITY 277.94 0.0023 1G 4.304 517.635 1.188 Vel = 2.99 1T 43,037 250.00 Qa = 250.00 527.94 58.429 K Factor = 69.07 ~USTOM DESIGN FIRE PROTECT R~-m: 2> Page 1 Date Hvdraulic Desian Information Sheet Date - 5-17-05 Name - KWIK TRIP Location - 14160 WILDS PATH N.W., PRIOR, MN. 55372 Building - STORE ATTIC Contractor - GILBERT MECHANICAL CONTRACTORS Calculated By - DOUG CARLSON Construction: (X) Combustible () Non-Combustible Occupancy - ATTIC S Y S T E M (X) NFPA ( ) NFPA Other Specific 13 231 Ord.Haz,Gp, ( ) Figure Lt. Haz. NFPA 231C Ruling D E S I G N Area of Sprinkler Operation - 7 ATTIC Density - .1 Area Per Sprinkler - 400 Elevation at Highest Outlet - 20 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - outside - 100 Note System No. - 2 Contract No. - 05-1768-30 Drawing No, - 1 Ceiling Height - 15'-1011 ( ) 1 (X) 2 ( ) 3 Curve ( ) EX.Haz. Made By Date System Type (X) Wet ( ) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model BB-3 17/32 Size 3/4 K-Factor 8.0 Temp.Rat.200 Calculation summary Flow Required - 388,82 Press Required - 55.65 C-Factor Used: 100 Overhead 140 At CITY Underground W A T E R Water Flow Test: Date of Test - 5-4-05 Time of Test Static Press - 72 Residual Press - 69 Flow - 1322 Elevation Rated Cap.- @ Press Elev. Pump Data: S U P P L Y Location - WILDS PATH & CNTY ROAD 83 Source of Information - GILBERT MECHANICAL & CITY C o M M Commodity Storage Ht. Storage Method: Class Area % Solid Piled S T o R A G E R A C K Single Row Double Row Mul t. Row .Conven. Pallet Slave Pallet Flue Spacing Longitudinal Horizontal Barriers Provided: Tank or Reservoir: Cap. - Elev,- Well Proof Flow Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse VVell"'l ':>UfJl-"Y ,",UI v'" \ '"'} CUSTOM DESIGN FIRE PROTECT Page 2 Date City Water Supply: C 1 - Static Pressure : C2 ' Residual Pressure: C2 - Residual Flow 72 PSI 69 PSI 1322 GPM 150 I I D1 - Elevation : 7.796 PSI 140 I I D2 - System Flow : 288,82 GPM D2 ' System Pressure : 55,652 PSI 130 I I Hose ( Adj City ) GPM Hose ( Demand) : 100GPM P 120 I I D3 - System Demand : 388.82 GPM Safety Margin : 16,036 PSI R 110 I E 100 I I I S 90 I I S 80 C1 I C2 I ;--. U 70 - = ~--- L~ I I R 60 r-~r I I E 50 /031 I I 40 - I I I I 30 I I I I 20 I I I 10, I I I . 01 . . 200 400 600 800 1000 1200 FLOW (N ^ 1,85) 1400 1600 1800 Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 _"lllli::UY -;:) 1/"\I'tU/"\I"'\U CUSTOM DESIGN FIRE PROTECT Page 3 Date Node Elevation K,Fact PI Pn Flow Density Area Press No. Actual Actuat Reo. 1A 22.0 8 26.3 na 41.03 .1 400 26.3 1 18.0 K=K@1 33.18 na 41.03 2 18.0 K=K@1 33.19 no 41.04 3 18.0 K=K@1 33.25 na 41.07 4 18.0 K=K@1 33.38 na 41.15 5 18.0 K=K@1 33.59 na 41.28 6 18.0 K=K@1 33.92 na 41.48 7 18.0 K=K@1 34.38 na 41.76 8 18.0 41.86 na DRY 0.0 51.49 na BAS 0.0 52.35 na SPG 0.0 54.4 na CITY 0.0 55.65 na 100.0 The maximum velocity is 13.75 and it occurs in the pipe between nodes 1 A and 1 .-..--.- ljUSTOM DESIGN FIRE PROTECT Page 4 Date Hyd. Qa Dia. Fitting Pipe PI pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt PflUL Eqv, Ln. Total Pf Pn 1A 41.03 1.104 1T 4.577 5.000 26.300 K Factor" 8.00 to 100 0.0 4.579 1.732 1 41.03 0.5371 0,0 9.579 5.145 Vel = 13.75 0.0 41,03 33.177 K Factor" 7,12 1 41,03 3.26 0.0 6.000 33.177 K Factor @ node 1 to 100 0.0 0.0 0,0 2 41.03 0.0028 0.0 6.000 0.017 Vel = 1.58 2 41.03 3.26 0.0 6.000 33.194 K Factor@ node 1 to 100 0.0 0.0 0,0 3 82.06 0.0098 0,0 6.000 0.059 Vel = 3,15 3 41.08 3.26 0.0 6.000 33.253 K Factor @ node 1 to 100 0.0 0.0 0.0 4 123.14 0.0212 0.0 6.000 0,127 Vel = 4.73 4 41.15 3.26 0.0 6.000 33,380 K Factor @ node 1 to 100 0.0 0,0 0,0 5 164.29 0.0358 0.0 6.000 0.215 Vel = 6.31 5 41.28 3.26 0.0 6.000 33.595 K Factor@ node 1 to 100 0.0 0.0 0.0 6 205.57 0,0543 0,0 6.000 0.326 Vel = 7.90 6 41.49 3.26 0,0 6.000 33.921 K Factor @ node 1 to 100 0.0 0.0 0.0 7 247,06 0,0762 0,0 6,000 0.457 Vel" 9.50 7 41,76 3.26 2E 6.714 60,000 34,378 K Factor @ node 1 to 100 0.0 13.434 0.0 8 288.82 0.1018 0,0 73.434 7.479 Vel" 11.10 8 0.0 4.26 lE 9.397 12,000 41.857 to 100 1T 18.795 54.528 7.796 DRY 288.82 0.0277 10 26.313 66.528 1.841 Vel = 6.50 DRY 0.0 4.26 18 15,8 1.000 51,494 to 120 lT 26.334 42,134 0.0 BAS 288,82 0.0198 0.0 43.134 0,852 Vel = 6.50 BAS 0.0 4.26 2B 15.8 4.000 52.346 to 120 1S 28.968 100.070 0.0 SPG 288.82 0.0197 1T 26.334 104,070 2.055 Vel = 6.50 lE 13.167 SPG 0,0 6.16 3E 20.084 400.000 54.401 to 140 lG 4,304 107.593 0.0 CITY 288.82 0.0025 1T 43.037 507.593 1.251 Vel = 3.11 100.00 Qa" 100.00 388.82 55.652 K Factor = 52.12 .. uESIGN FIRE PROTECT 'R~-nr 4 Page 1 Date Hvdraulic Desian Information Sheet , Name - KWIK TRIP Location - 14160 WILDS PATH N.W., PRIOR, MN. 55372 Building - FUEL CANOPy Contractor - GILBERT MECHANICAL CONTRACTORS Calculated By - DOUG CARLSON Construction: (X) Combustible () Non-Combustible Occupancy - CANOPy S T o R A G E S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz, NFPA 231C Ord,Haz.Gp. ( ) Figure D E S I G N Area of Sprinkler Operation - 1950 Density - ,2 . Area Per Sprinkler - 196 Elevation at Highest Outlet - 16'-0" Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 Note Calculation Summary Date - 5-17-05 System No. - 2 Contract No. - 05-1768-30 Drawing No. - 1 Ceiling Height - 15'-10" ( ) 1 (X) 2 ( ) 3 Curve ( ) Ex,Haz. Made By Date System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model DS-2 Size 3/4 K-Factor 10.7 Temp. Rat. 155 Flow Required - 756,29 Press Required C-Factor Used: 100 Overhead 161.04 \ At CITY ..L<:t.V ....bnderground W A T E R Water Flow Test: Date of Test - 5-4-05 Time of Test Static Press - 72. Residual Press - 69 Flow - 1322 Elevation Rated Cap.- @ Press Elev, Pump Data: S U P P L Y Location - WILDS PATH & CNTY ROAD 83 Source of Information - GILBERT MECHANICAL & CITY C o M M Conunodity Storage Ht. Storage Method: Solid Piled Class Area % R A C K Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet Flue Spacing Longitudinal Horizontal Barriers Provided: )' ^-.. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location Aisle w. Palletized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shel f Encap. Non Clearance:Storage to Ceiling Transverse VVdl"" OUl-'fJlY vUIV'" (v) CUSTOM DESIGN FIRE PROTECT City Water Supply: Cl - Statie Pressure . 72 PSI C2 - Residual Pressure: 69 PSI C2, Residual Flow : 1322 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 Cl Dl - Elevation D2 - System Flow D2 - System Pressure Hose (Adj City ) Hose ( Demand) D3 - System Demand Safely Margin Page 2 Date 6,930 PSI 506.29 GPM 61.045 PSI GPM 250 GPM 756.29 GPM 9,888 PSI I I I C2 I I I I I I I I I I I I I I I I [ 2 ,.. "') / I / / n~ / Ql 200 400 600 800 1000 1200 FLOW (N ^ 1,85) 1400 1600 1800 Comouler Proorams bv Hvdratee Inc. Route 111 Windham NH USA 03087 .......-.J -.. ...-....- . o..Jt:SIGN FIRE PROTECT Page 3 Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Rea. 73A 16.0 10.7 13.96 na 40.0 .2 200 7.0 71 16.0 K=K@73 16.83 no 40.0 73 16.0 K=K@73 16.83 no 40.0 74 16.0 K=K@73 18.72 na 42.18 72 16.0 22.21 na 75 16.0 K=K@75 26.64 na 125.83 76 16.0 K=K@75 26.71 na 125.99 77 16.0 K=K@75 26.98 na 126.65 78 16.0 K=K@75 27.49 no 127.82 79 16.0 35.24 no GRN 0.0 43.73 na FLR 0.0 45.99 na DRY 0.0 52.16 na BAS 0.0 53.83 na SPG 0.0 58.9 na CITY 0.0 61.04 na 250.0 The maximum velocity is 18.06 and it occurs in the pipe between nodes 72 and 75 ..... ~...., '........., .... . aJESIGN FIRE PROTECT Page 4 Date Hyd. Oa Dia. Fitting Pipe pt PI Ref. "e" or Ft~a's Pe Pv ******* Notes *.**** Point Ot Pf/UL Eqv. Ln. To\~.I. Pf Pn 73A 40.00 1.104 1T 4.577 1.000 13.975 K Factor = 10,70 to 100 0.0 4,579 0.0 73 40.0 0.5125 0.0 5.579 2.859 Vel = 13.41 0.0 40.00 16.834 K Factor = 9.75 71 40.00 1.452 1T 5.486 8,000 16,834 K Factor @ node 73 to 100 0.0 5.488 0.0 72 40.0 0.3989 0,0 13.488 5.380 Vel = 7.75 0.0 40,00 22.214 K Factor = 8.49 73 40,00 1.452 0.0 14.000 16.834 K Factor @ node 73 to 100 0.0 0,0 0.0 74 40.0 0.1350 0,0 14.000 1.890 Vel = 7.75 74 42,18 1,687 1T 7.168 7.000 18.724 K Factor @ node 73 to 100 0.0 7.171 0,0 72 82,18 0.2463 0.0 14.171 3.490 Vel = 11.80 72 43.65 1,687 1T 7.168 1.000 22.214 to 100 0.0 7,171 0.0 75 125.83 0.5417 0,0 8.171 4.426 Vel = 18.06 0.0 125.83 26.640 K Factor = 24.38 75 125.83 4.26 0.0 11.000 26.640 K Factor @ node 75 to 100 0,0 0,0 0.0 76 125,83 0,0059 0.0 11.000 0,065 Vel = 2,83 76 125.99 4.26 0.0 13.000 26.705 K Factor @ node 75 to 100 0.0 0.0 0.0 77 251.82 0.0215 0.0 13.000 0.279 Vel = 5.67 77 126.65 4.26 0.0 11,000 26.984 K Factor@ node 75 to 100 0.0 0.0 0.0 78 378.47 0.0456 0,0 11.000 0.502 Vel = 8.52 78 127.82 4.26 lE 9.397 71,000 27.486 K Factor @ node 75 to 100 1T 18.795 28.204 0.0 79 506.29 0.0782 0.0 99.204 7.755 Vel = 11.40 79 0.0 4.26 0.0 20.000 35,241 to 100 0.0 0.0 6.930 GRN 506,29 0,0782 0.0 20,000 1.563 Vel = 11,40 GRN 0,0 6.16 5E 10.777 120.000 43.734 to 100 0.0 53.910 0.0 FLR 506.29 0.0130 0.0 173.910 2.256 Vel = 5.45 FLR 0.0 4.26 2E 9.397 15.000 45.990 to 100 1T 18.795 63.930 0.0 DRY 506.29 0,0782 10 26.313 78.930 6.170 Vel = 11.40 DRY 0,0 4.26 lG 2.633 1,000 52.160 to 120 1T 26.334 28.967 0.0 BAS 506.29 0.0558 0.0 29,967 1.672 Vel = 11.40 BAS 0.0 4,26 28 15.8 4.000 53.832 to 120 1S 28.968 86.903 0.0 SPG 506.29 0.0558 1T 26.334 90,903 5.072 Vel = 11.40 . o..It::SIGN FIRE PROTECT Page 5 Date "e" Fitting or Eqv. Ln, Pipe Ftng's Total PI Pe Pf pt Pv Pn ******* Notes ........ Hyd. Ref. Point Oa Dia. Ot Pf/UL SPG 0.0 6,16 3E 20.084 200.000 58.904 to 140 1G 4.304 107.593 0.0 CITY 506.29 0.0070 1T 43.037 307.593 2.141 Vel = 5.45 250.00 Oa = 250.00 756.29 61.045 K Factor = 96.80 ~cSIGN FIRE PROTECT R~..-n.!::7 '<5 Page 1 Date Hvdraulic Desian Information Sheet Name - KWIK TRIP Location - 14160 WILDS PATH N.W., PRIOR, MN. 55372 Building - CAR WASH Contractor - GILBERT MECHANICAL CONTRACTORS Calculated By - DOUG CARLSON Construction: (X) Combustible () Non-Combustible Occupancy - CAR WASH W A T E R S Y S T E M (X) NFPA ( ) NFPA Other Specific Ruling 13 231 Lt. Haz. NFPA 231C Ord,Haz.Gp. ( ) Figure D E S I G N Area of Sprinkler Operation - 1950 Density - ,15 Area Per Sprinkler - 120 Elevation at Highest Outlet - 16 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 100 Note Calculation Sununary Date - 5-17-05 System No. - 3 Contract No. - 05-1768-30 Drawing No. - 2 Ceiling Height - 16 (X) 1 ( ) 2 ( ) 3 Curve ( ) Ex, Ha z . Made By Date System Type (X) Wet ( ) Dry ) Deluge ) preaction ) Other Sprinkler/Nozzle Make CENTRAL Model TY-FRL Size 1/2 K-Factor 5.6 Temp.Rat.155 Flow Required - 721.01 Press Required - 54.75 C-Factor Used: 100 Overhead 140 At CITY Underground S U P P L Y Water Flow Test: Date of Test - 5-4-05 Time of Test Static Press - 72 Residual Press - 69 Flow - 1322 Elevation Rated Cap.- @ Press Elev. Pump Data: Location - WILDS PATH & CNTY ROAD 83 Source of Information - GILBERT MECHANICAL & CITY C o M M Commodity Storage Ht. Storage Method: Solid Piled Class Area % S T o R A G E Single Row Double Row Mult. Row Conven. Pallet Slave Pallet R A C K Flue Spacing Longitudinal Horizontal Barriers Provided: Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse VVi:Ht:O' ":>UfJfJ'Y vU'Vt:O \ v} CUSTOM DESIGN FIRE PROTECT Page 2 Date City Water Supply: C 1 - Static Pressure : 72 PSI C2 - Residual Pressure: 69 PSI C2 - Residual Flow 1322 GPM 150 , I I I I I D1 - Elevation : 6,930 PSI 140 I I I I I I D2 - System Flow : 411.01 GPM D2, System Pressure : 54.750 PSI 130 I I I I I Hose ( Adj City ) GPM Hose ( Demand) : 310 GPM P 120 I I I I I D3 - System Demand : 721.01 GPM Safety Margin : 16.273 PSI R 110 I I I I I E 100 I I I I I S 90 I I I I I I I , S 80 . C1 I .-L I I C2 I I I ., U 70 __ I I I I '='6 I I I R 60 ~ 1.1"'" I " I I I I I I I E 50 / I 03 I I I I I I 40 / I I I I I I I 30 / I I I I I I 20 ! I I I I I I 10 I I I I I I I 1:11 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 J ~cSIGN FIRE PROTECT Fitting Legend Abbrev. A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Page 3 Date Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd,Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch J -,,,,SIGN FIRE PROTECT Page 4 Date Unadjusted Fittings Table 1/2 314 11/4 11/2 2 21/2 3 31/2 4 A 7.7 21.5 17.0 B 10.0 10.0 10.0 10.0 10.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 88.0 120.0 K 36.0 65.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P Q 33.0 R S 27.0 32.0 45.0 55.0 55.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 .JUIIIIIIClIY -...., 1/""\1'11..11\1'\.1..1 -,,,,SIGN FIRE PROTECT Page 5 Date Node Elevation K-Fact PI Pn Flow Denstty Area Press No. Actual Actual ReQ. 151 16.0 5.6 10.33 na 18.0 .15 120 7.0 153 16.0 5.6 10.33 na 18.0 .15 120 7.0 154 16.0 5.6 12.09 na 19.47 .15 120 7.0 155 16.0 5.6 13.88 na 20.86 .15 120 7.0 152 16.0 16.45 na 162 16.0 5.6 10.33 na 18.0 .15 120 7,0 163 16.0 5.6 12.15 na 19.52 .15 120 7.0 157 16.0 5.6 10.33 na 18.0 .15 120 7.0 158 16.0 5.6 11.5 na 18.99 .15 120 7.0 159 16,0 5.6 12.79 na 20.02 .15 120 7.0 160 16.0 5.6 15.65 na 22.15 .15 120 7.0 161 16.0 21.6 na 165 16.0 K=K@156 32.27 na 101.72 156 16.0 K=K@156 27.0 na 93.05 165 16.0 K=K@156 27,29 na 93.54 164 16.0 K=K@164 28.57 na 122.69 167 16.0 33.05 n. DRY 0.0 50.36 na SPG 0.0 52.27 na 60.0 CITY 0.0 54.75 na 250.0 The maximum velocity is 23.77 and tt occurs in the pipe between nodes 161 and 164 ..J - VLUII....O'I\,.I -,,,SIGN FIRE PROTECT Page 6 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. tle" or Ftng's Pe Pv .*.**.. Notes ...*** Point Qt PflUL Eqv. Ln. Total Pf Pn 151 18.00 1.104 1T 4.577 12.000 10.332 K Factor = 5.60 to 100 0.0 4.579 0.0 152 18.0 0.3692 0.0 16.579 6.121 Vel = 6.03 0.0 18.00 16.453 K Factor = 4.44 153 18.00 1.104 0.0 15.000 10.332 K Factor = 5.60 to 100 0.0 0.0 0.0 154 18.0 0.1169 0.0 15.000 1.754 Vel = 6.03 154 19.47 1.452 0.0 15.000 12.086 K Factor = 5.60 to 100 0.0 0.0 0.0 155 37.47 0.1196 0.0 15.000 1.794 Vel = 7.26 155 20.86 1.452 1T 5.486 4.000 13.880 K Factor = 5.60 to 100 0.0 5.488 0.0 152 58.33 0.2712 0.0 9.488 2.573 Vel = 11.30 152 20.84 1.452 1T 5.486 1.000 16.453 to 100 0.0 5.488 0.0 156 79.17 1 .6264 0.0 6.488 10.552 Vel = 15.34 0.0 79.17 27.005 K Factor = 15.23 162 18.00 1.104 1T 4.577 11.000 10.332 K Factor = 5.60 to 100 0.0 4.579 0.0 163 18.0 0.1170 0.0 15.579 1.822 Vel = 6.03 163 19.52 1.104 1T 4.577 4.000 12.154 K Factor = 5.60 to 100 0.0 4.579 0.0 161 37.52 1.1016 0.0 8.579 9.451 Vel = 12.58 0.0 37.52 21.605 K Factor = 8.07 157 18.00 1.104 0.0 10.000 10.332 K Factor = 5.60 to 100 0.0 0.0 0.0 158 18.0 0.1169 0.0 10.000 1.169 Vel = 6.03 158 18.99 1.452 0.0 11.000 11.501 K Factor = 5.60 to 100 0.0 0.0 0.0 159 36.99 0.1168 0.0 11.000 1.285 Vel = 7.17 159 20.03 1.452 0.0 11.000 12.786 K Factor = 5.60 to 100 0.0 0.0 0.0 160 57.02 0.2600 0.0 11.000 2.860 Vel = 11.05 160 22.15 1.452 1T 5.486 7.000 15.646 K Factor = 5.60 to 100 0.0 5.488 0.0 161 79.17 0.4772 0.0 12.488 5.959 Vel = 15.34 161 43.52 1.452 1T 5.486 1.000 21.605 to 100 0.0 5.488 0.0 164 122.69 1.0731 0.0 6.488 6.962 Vel = 23.77 0.0 122.69 28.567 K Factor = 22.95 166 101.72 2.635 1T 11.758 7.000 32.271 K Factor @ node 156 to 100 0.0 11.763 0.0 167 101.72 0.0416 0.0 18.763 0.781 Vel = 5.98 ...;<:lIGN FIRE PROTECT Page 7 Date Hyd. Ref. Point Qa Dia. Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn ****... Notes ****** "C" Qt PflUL 0.0 101.72 33.052 K Factor = 17.69 156 93.05 2.635 0.0 8.000 27.005 K Factor @ node 156 to 100 0.0 0.0 0.0 165 93.05 0.0352 0.0 8.000 0.282 Vel = 5.47 165 93.54 2.635 0.0 10.000 27.287 K Factor @ node 156 to 100 0.0 0.0 0.0 164 186.59 0.1280 0.0 10.000 1.280 Vel = 10.98 164 122.69 2.635 1T 11.758 2.000 28.567 K Factor@ node 164 to 100 0.0 11.763 0.0 167 309.28 0.3259 0.0 13.763 4.485 Vel = 18.20 167 101.73 3.26 1E 6.714 30.000 33.052 to 100 1D 16.306 23.030 6.930 DRY 411.01 0.1956 0.0 53.030 10.373 Vel = 15.80 DRY 0.0 4.26 18 15.8 3.000 50.355 to 120 1G 2.633 47.401 0.0 SPG 411.01 0.0379 1S 28.968 50.401 1.912 Vel = 9.25 SPG 60.00 6.16 4E 20.084 280.000 52.267 Oa = 60 to 140 1G 4.304 127.677 0.0 CITY 471.01 0.0061 1T 43.037 407.677 2.483 Vel = 5.07 250.00 Oa = 250.00 721.01 54.750 K Factor = 97.44 _ , IJM DESIGN FIRE PROTECT R.\3'V-..O~ (0 Page 1 Date Hvdraulic Desion Information Sheet Date - 5-17-05 Name - KWIK TRIP Location - 14160 WILDS PATH N.W., PRIOR, MN. 55372 Building - CAR WASH ATTIC contractor - GILBERT MECHANICAL CONTRACTORS Calculated By - DOUG CARLSON construction: (X) Combustible () Non-Combustible Occupancy - ATTIC S Y S T E M (X) NFPA ( ) NFPA Other Specific 13 231 Ord.Haz.Gp. ( ) Figure Lt. Haz. NFPA 231C Ruling ~ ~ Area of Sprinkler Operation - 7 ATTIC Density - .1 Area Per Sprinkler - 400 Elevation at Highest Outlet - 22 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 100 E S I G N Note System No. - 3 Contract No. - 05-1768-30 Drawing No. - 2 Ceiling Height - 20 ( ) 1 (X) 2 ( ) 3 Curve ( ) Ex.Haz. Made By Date System Type (X) Wet ) Dry ) Deluge ) Preaction ) Other Sprinkler/Nozzle Make CENTRAL Model BB-3 17/32 Size 3/4 K-Factor 8.0 Temp.Rat.200 Calculation Summary Flow Required - 452.3 C-Factor Used: 100 Press Required - 62.74 Overhead 140 At CITY Underground W A T E R Water Flow Test: Date of Test - 5-4-05 Time of Test Static Press - 72 Residual Press - 69 Flow - 1322 Elevation Rated Cap.- @ Press Elev. Pump Data: S U P P L Y Location - WILDS PATH & CNTY ROAD 83 Source of Information - GILBERT MECHANICAL & CITY c o M M Commodity Storage Ht. Storage Method: Solid Piled Class Area % S T o R A G E R A C K Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet Flue Spacing Longitudinal Horizontal Barriers Provided: Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location Aisle W. Pa11etized % Rack ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse VVd'''' <:lUfJl-"Y \.JU'V" \ \.J J CUSTOM DESIGN FIRE PROTECT City Water Supply: C1 - Static Pressure : 72 PSI C2 - Residual Pressure: 69 PSI C2 - Residual Flow 1322 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 C1 U 70 ")2 R 60 <r---<' I C3 E 50 I 40 30 I 20 i 10 01 200 400 600 ~ 800 1000 1200 FLOW ( N ^ 1.85 ) Page 2 Date I I I I I I I I I C2 I I I I I I I I I I I I I I I I I I I I I I I I D1 . Elevation D2 - System Flow D2 - System Pressure Hose ( Adj City ) Hose ( Demand) D3 - System Demand Safety Margin 1400 1600 1800 Com outer Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 7.796 PSI 292.3 GPM 62.742 PSI GPM : 160 GPM : 452.3 GPM : 8.846 PSI _-"IIIIIIClIY - V 1/'"'\I'lIU/'"'\r\.U , vM DESIGN FIRE PROTECT Page 3 Date Node Elevation K-Facl PI Pn Flow Density Area Press No. Actual Actual Reo. 100 22.0 8 26.3 na 41.03 .1 400 26.3 101 18.0 K=K@101 29.66 na 41.03 102 18.0 K=K@101 29.7 na 41.06 103 18.0 K=K@101 29.87 na 41.18 104 18.0 K=K@101 30.23 na 41.42 105 18.0 K=K@101 30.84 na 41.84 106 18.0 K= K@101 31.76 na 42.46 107 18.0 K=K@101 33.07 na 43.33 108 18.0 37.11 na 167 18.0 46.96 na DRY 0.0 60.27 na SPG 0.0 61.29 na 60.0 CITY 0.0 62.74 na 100.0 The maximum velocity is 17.2 and tt occurs in the pipe between nodes 107 and 108 Hyd. Ref. Point Oa Dia. Page 4 Dale Fitting Pipe Pt Pt or Ftng's Pe Pv ****... Notes .***** Eqv. Ln. Total Pf Pn JIVI DESIGN FIRE PROTECT "e" Ot PflUL 100 41.03 1.452 1T 5.486 6.000 26.300 K Factor = 8.00 to 100 0.0 5.488 1.732 101 41.03 0.1415 0.0 11.488 1.625 Vel = 7.95 0.0 41.03 29.657 K Factor = 7.53 101 41.03 2.635 0.0 6.000 29.657 K Factor@ node 101 to 100 0.0 0.0 0.0 102 41.03 0.0078 0.0 6.000 0.047 Vel = 2.41 102 41.06 2.635 0.0 6.000 29.704 K Factor@ node 101 to 100 0.0 0.0 0.0 103 82.09 0.0280 0.0 6.000 0.168 Vel = 4.83 103 41.17 2.635 0.0 6.000 29.872 K Factor @ node 101 to 100 0.0 0.0 0.0 104 123.26 0.0593 0.0 6.000 0.356 Vel = 7.25 104 41.42 2.635 0.0 6.000 30.228 K Factor@ node 101 to 100 0.0 0.0 0.0 105 164.68 0.1017 0.0 6.000 0.610 Vel = 9.69 105 41.84 2.635 0.0 6.000 30.838 K Factor@ node 101 to 100 0.0 0.0 0.0 106 206.52 0.1543 0.0 6.000 0.926 Vel = 12.15 106 42.46 2.635 0.0 6.000 31.764 . K Factor @ node 101 to 100 0.0 0.0 0.0 107 248.98 0.2182 0.0 6.000 1.309 Vel = 14.65 107 43.32 2.635 1T 11.758 2.000 33.073 K Factor @ node 101 to 100 0.0 11.763 0.0 108 292.3 0.2936 0.0 13.763 4.041 Vel = 17.20 108 0.0 2.635 2T 11.758 10.000 37.114 to 100 0.0 23.525 0.0 167 292.3 0.2936 0.0 33.525 9.842 Vel = 17.20 167 0.0 3.26 1E 6.714 30.000 46.956 to 100 1D 16.306 23.030 7.796 DRY 292.3 0.1041 0.0 53.030 5.521 Vel = 11.24 DRY 0.0 4.26 18 15.8 3.000 60.273 to 120 1G 2.633 47.401 0.0 SPG 292.3 0.0202 1S 28.968 50.401 1.018 Vel = 6.58 SPG 60.00 6.16 4E 20.084 280.000 61.291 Oa = 60 to 140 1G 4.304 127.677 0.0 CITY 352.3 0.0036 1T 43.037 407.677 1.451 Vel = 3.79 100.00 Oa = 100.00 452.30 62.742 K Factor = 57.10 07/27/2005 23:07 9522245092 . '" 'ace Analyltcal WWW.p8Cf1Iab8.com Project; 101682:1 ProjecllD: KWIK TRIP MAIN BLDG Solid results are reported on a dry weight basis. Lab ID: Somplo ID: rot~1 Co/iforms 1018821001 KWlK TRIP MAIN BLOG An.lysls Absent D.'", 0712512005 LLOYD EXCAVATING INC MICROBIOLOGY RESULTS Dete Collec:led: Date Received: 07121/0513:'0 0712110515:25 Matrix: Results Prepared . REPORT OF LABORATORY ANALYSIS This fepDtt. shllU nol be repmduced, 8.ll:CSpt in full. WIlhout the WI'Ilten consent of Pace Analybl Servicc$, Incn ,......'~-:;.,.., /ne' 'C'>. ~'. .~ Water PAGE 02 Pac. Analytical 5.""'IC.$, Inc 1700 Elm 51111.1, Suite 20( MinnCilpolito,MN 55011" Phone: (812)807.170C Pall:: (612)607-a4404 By Analyzed By Qual 07/22/0516:20 JPH P8ge ~ of ~ -----. ? ~.. . '. . . :,: .'~' :: . " I TESTING PRAcTices, DOCUMENTATION, AND PROCEDURES ". I' I "'- f(Q' MinneS~Depar""entatTnnsP'1$tion., ".' ~" ~, ~"'~ Deri~ity Testfor :Base'Agg~egatear}d ..,. ~.. ' EdgE? Drain Trench Filter Aggregate " (peneriation index M~thod ~y DCP*) . . ~ . SP U.- 0'1 -oj/loll THTestef(s) ~M - . I.oe Mys~,<.. {../4- K......k. T..p DIST_ c: l;yt Test ~ No.. Class _ . arFDter '<pgoi. _ Ull [AJ 11Iida\esa 2nd q; Ra.inq T rondJ DopllI p..,. - or FIi (SJ (C) (D) (E) ("1 . 1sl~_I'cnaIra6oOCdga Awing Inclot CrlI\I (l'I) (PI) - , I cl...51 1 I I I ! - 11/0 1"5G1 IlIO ./ 3 Ill" I I I I I 'f I I I I I I I I I I I i I I I I I '1 I I I I I I I I I I I F 7-&> 5 V c...~ -I I- I I I- I '1 I I I I' I I I I I I' I [ I t-) UndilrEdgO 0,.;,Tu!s 0nIt -Dynamic Cone P_.IOo:"w'heter For BaSI! Ada~ C~A--B E=C...D (Conversion from inches to mm ~ Ex 25) Penetration Index (E) = 10 mm or less = Passing I=~r ~r Aaoreoate . C'~A-B . E=C...O {Conversion t'om inches to mm = E.x 25) Penetration Index (E) = 75 mm or less = passing .. \ ~ GRADING AND Bl>.$E! TRAINING MANUAL 73 ; ,t f .' if . .. .. ; . . ;1 ,': ~ :.' . TESTING PRAcTIcES; DoCUMENTAT10N. ANO PROClOOUREs " ~ '.. --.""'" fy.....' MinnesC~D'Partn1entofTransp'qrtaticn;.. .'. . ..' . ,. _ : . ., ~~!!/ Den~ity Test for Base AggregateaJjd Edge Drain Trench Filter Aggregate (Penetration Index Method !;ly DCP*) ...! '^ J SP _p ._ /)'-1 - fJJ4Jn .~ A- _. T1i - Tester(sl..-r' M..::s--' LOC Jl.1 <fsr,r. u,~tt 6~. /:::wI ~ Y~J1b DIST. Test . ~_ ,ctOi J) (A) (!l] (e) (D) (OJ. {-J' Pm Cae No. a.... :~, . . 2nd 1st. are....,. Blows l'enml"" Edge '" or Altiif '-<l"" Readn; Flea<ing "*' !lJoio F2i ~ Trend> . ./ (l'I) (FI) . Qop\II "10':>.. ~ .. ..lilt ICJ.AS,d ~l/lrl J.~I 1'.Lh{g~).3D.1 "LjD ,. L-t-17!~JI S..J td~_ ~ t I J ~L, 1 5GC(/~,J~ 11, .. I I Jlo . fib<' a5'13 I t3 p~' /6. "0';; ) I q '1 I H+' . J ~'5113:'L -;} . ?;n I ~ J 10' f> jlvJ CAU....}6R. I I' I " II I I I '1 I I '1 I : I I I ;- r I . .Dynamic Cone Penetrometer t:or 8:!'1se Acoreoate C=A-B E=C;+D (Conve~iOl1 from inches to mm = E X 25) Penetration Index (EJ = 10 mrn or less =: Passing (-jUseclfllrEdgOer.;,iWOnly ~Fi1ter Al:'lcreoate C'=A-B . E=C.,.O (Conversion from inches to mm = E x 25) Penetration Index (E) =,,75 mrn or less = Passing GRADING AND BASE I TRAINING MANUAL 73 125 Moisture-Density Relationship 12? 121 'li a. ;3- 'iji c ~ c:- o /\ I \, / ./ 119 ------",'-.-. -..- 117 115 5 t 9 11 Water content. % Test specification: ASTM D 698-00. Method B Standard Elevl Depth Class In cation uses AASHTO Sp.G.. Nat. Moist. SP-SM 2.65 TEST RESULTS Maximum dry density = 1224 pef Optimum moisture = I J.J % -...------.. -----,. Project No.: LC-04.066IOA Client: Kwik TJip. inc Project: Proposed K J Prior lake MN Prior Lake. MN MlG . Source: Sample No.: P-O I BRAUN" INTERTEC 13 LL 15 PI '0.4> 3/8 In. ZAVfor SpG = 265 17 %< No.200 50 MATERIAL DESCRIPTION Poorly Graded Sand with Silt, fine-coarse grained. brown Remarks: Specific Gravity was assumed 13'W. 10'S of NE Bldg corner Minneapolis Lab BRAUN'. INTERTEC Report Number: Project Name: Project Address: Client: Weather: Page \ of-a Speciall. ~~ " ":or Daily Report City of F' \"l ett..lAlru ~~ tJ=. J Date of Ihis Report;r-, G-o:;- ~i;t-~rvtl}sY- Project No..: t.-G OLf-Cifd:;/D/+- ~ono~:('oM42- ~ \::;", (:::--pUO Client Project No.: .....1114 p J:.~ Temperature: 1/ Inspection Coverage: Ilt- Masonry 15 Rebar Placement 0 Foundations o Welding 0 Concrete Placement 0 Fireproofing o Boltinll 0 Tendon Placement 0 Other IDid the architect or eJUtineer authorize chanlles to city approved plans? Yes 0 (Listed Below) No 0 Description and location of work completed: ~ ~ '5: fI.p a.. '!> "-=t-. os.kd by ~/ \..i h-.d\~'rrip ~.AlL {\o~ t..-WeL<;;l., ~ {(s, -/ ~~.:j;' c,VI't~ ~ c:::.~.f..:, ~'f-'Tf) UA~~d//I~ h.,.d ~ {i4VJ. ~CbYotJ1-t'M 40 O.p1ZL'x 1'1,>.' ~~ 1'~1 +:lhl'-si.rd ~/i. &Be......~UI~.pW~ ~",<l. ~., "':"~.\l-k-, ~-f-u, t~.;:;p, IIl"'- Hno""l..cu-,. ~4-cHJJJa">v.cd '1-t1Pl+ 1)Q..1-ital? t!-li.~J= Iklc.c I ~r V' v.!:1ISS ~~ .:J- ~ ..4.k~ d~"-.Ja.I..<'" <:. _ 'Dr~"t.J1cd ~ ~.(..; 2JL4s eJro_d..J...:~i-wftb, o./.r,~:..,o( I/~"'''.~V'i ~lf'lu.e t.:fP/ .<pirk2v<c;i'Jo, ('~s vovk ..ue1ol.Jl.. ob'1e.uL'-l'l <#I..~W fE,c_ "i~~:: ~,-+hP~vt-,,, k:J/.- iA..""'-'1.s Listtestsperformed:Uwt~~.t-<. ...""-C~+-. ....~,.L/Li-ro ee~~. 2 . CblA~~ kY'd!J:./(, !'1?- ~-.tt.:/C)AtU.J ''-e.uU'tr~A( nib .J.r:-"L(e.",~'1I ~L ok, Cb.p~A:i('.. ~ ~I-/~ LIf)/hC.JJ f'e-/;;"~.' . Are there any discrepancies noted from this day's observations? y~ ~ Nn 0 . Are there any outstanding discrepancies on this project? Ye.>- I!I No 0 . If yes. see attached Summary Sheet ~"'il..Si~ Ja"'bS.,le",ja;\U1t~ t{t1.6(1.1-~ I (l the best of our knowledge. work inspected was done in accordance with the approved plans. specifications and applicable workmanship provisions of the UBC. except as noted ahove Signoo:/7~--- Date: (-;--0> Print F:~me: ~ S/'~~ I.D Numher: f<J'?iR I ype oflnspection: o Continuous o Periodic (While copy 10 Braun [mer/eefile Blue copy to General Commanr) tml\lipO:I:Ift,p 4 lI2.ljlY~ BRAUN'. INTERTEC Report Number: Project Name: Project Address: Client: Weather: Special Lr ..:__ Dally Report Cityof Pr~ fr'tJ!influ M~ ~( (( cwJ.- J Jau'~ """'{I <4vu ~#-- ~~-:c: b... trn-to .-,,<.)..... p, (:{~ ./ '7 of > Page Date of This Report:?:J;.-t:;'....{)S Project No.: , E /'J.1-()/:bID4 Client Project No : T ,;"....r.._',~_re: Inspection Coverage: .IB.. Masonry I2'i Rebar Placement 0 Foundations o Welding 0 Concrete Placement 0 FL.......fmg o Bolting 0 Tendon Placement 0 Other I Did the architect or enltineer authorize changes to city aoolOved olans? Yes 0 (Listed Below) No 0 Description and location of work completed: ~1c.J^,.DI '!. 4-- ~fG 6 MD't'" ~. -' J Clle(> 'A"'t" ~ U\.O>) a:./.. ~ e,UQ.vf..........L ~ o/:r::>&4~~e... ~. 'OG>.L-A... ~t!>r/- . '" c~ } p~"'~ i\:J +..0_1*'1......, )~o ,......00 .. ~ ("',~s f.~'~Irt,..,/...._~~ '1_' \ ,/' W.\T7,.\'A '2.. as ~- ~~~~ V,,,~. ~fhlAc-~:> ~k u~b.~ (~~,,_.k. r....J lOI<.")Lc...~-"L ~~k ..c..---h..D ~('> ...:'!".Oll.... ,,1-1';' r.., <;;UlloAv'l-j-tR nw:J t""" <j,+~1 TFiu.~", IA)-rlfs f f l'" Wc..c.~ 'P Ie; l'-<> r1 ~ C Lei c~ ,.,fl~/.-da <:"~ ..J. c:/sl. c. .q ~4J..- pa cop/. , ?PJ~(~.?.. 1.'QtA:s\~ ~ CtSHdJ t#t}{..-f..... db~,/Id ~_b \ ..19.fe.v-! c;li!J A.(.."..d.7 u.. v..!cl/-hz.. J;'"" ~ List tests performed: -.....:> 1-AV4_ -1-0 ~~~ ic. ~.c;}b:> ",oc;,...".~Ac.Ir~ 6h ,,-~- "'0 r:I i<;.~.u"..."~ u,., U. Type of Inspection: o Continuous m!I:. Periodic . Are there any discrepancies noted from this day's observations? Yes E}. No 0 . Are there any outstanding discrepancies on this project? Yes 13I No 0 . If yes. see attached Summary Sheet ~ {s.+~ T () the best of our knowledge. work inspected was done in a~.:ordan~e with the approved plans.. specifi~ations and apPlica~le. . . ~ro~ns of the USe. except as noted above Signe<f-'" ~ Date: _t:..-.'7~'- Print F~ame: ~ c;,I/u ~ 1.0 Number: ic! ~ (While copy 10 Braun InreTlec fite. Btue wpy to General COnlraaor J I'm\llop~..:mlip 4 IJ2:'i1Y5 BRAUN'. INTERTEC SpeciallDspector DaDy Report CityOf~~ Page _ of J Report Number: Project Name: Project Address: Client: Weather: bi1er~/_n_ tI>-? /c...."t.:.. . ,VU1.....<;t.,. caaA 'B. '3 /("1\ ~AI.t ~ Date of This Report::74r.-&'()~ Project No.: kl'1u-fbb/OA. 70s p, Cl~-c" C/ Client Project No.: I emperature: Inspection Coverage: fI- Masonry [!i Rebar Placement 0 foundations o Welding 0 Concrete Placement 0 fL......:mg o Bolting 0 Tendon Placement 0 Olher I Did the architect or engineer authorize changes to city ..... .J plans? Yes 0 (Listed Below) No 0 Description and location of work completed: ~"-o _ \ ~Ld~CJU ~.h1.L.::ot:J-,).....~ dl~"tl'~~ ~ ve~, /.Ie. ~M ~+-Nl.~~J.. ~ . . , hI) sG1L ~..t ~_u "'I'..i~ j11""iU~./~~!,X)"~ ~ "I:fic~c../'~ Jr,. ~ fe,qK 'j "\ -b (" ~ .t.'iP.~ (w>t"".J crt.-.cL, b~~,. f I~_<<J-"r ,,1J /"OtM~ (I ~-... '''''~''I~ VJetjf.... &wl ~" ~_~~.r ~ ~ t::; /:;W;k. ~J\fO a-L.H-t.yl;.pl~...."" OR rtrn .~.{.,7:-...:. ~ jvtJ.u:;-.-n'L'._ fQ f\.Ll-'r ~"'- (~-'=';b- "1 t-'"lY"", Jrn..4 .A11~fA~ (tQf....J ry-1'I1t,J., d_>>JI Cho'..,."..i:) , ~ -c 5fCJf-. .~ /Arl....lA.....<........ '<9 c:;'-l.d- ~~ $-1<04'-.-,.-- ~A.J. ~l'.bW.t:..1I b."*- ~~ bolb.~~ List tests performed: (~ <:.ft,."."I- fiAv',-,; - Jv.d.. qfJP~--'- c:'"~4."7?I 'C;- 3/t.i 1I.4L,,?~ _ 'nL.~~ ~L.-?. ".. Ce..t. 4/1cJ ~" c;/ ~ \,()a:~~ ~3l'~ leo//<;.;;J.....Clfw1N.>P-/..e, 4k~Wik("1__..~hQ.I\ ~D'b.;e~ fc..-....e~P{q,aJ... 'feJo-7" - t . . Are Ibere any" discrepancies noted from Ibis day's ohservations? Y cs 0 No 0 . Are there any outstanding discrepancies on this project? Y.., IE No 0 . If yes, see attached Summary Sheet. ~"1Ort w"t/S *lA!'vl"$ :1I'l6.-eI~f~~ To the best of our knowledge, work inspected was done in accordance with the approVed"tFt'a:?s~~tion.~ t){<t~ applicab~anship provisions o~. UBC except as noted ahove. Signed~ ~ Date: b -f;6~ pri~ Name: (btA. ~c_ ID Numher: 19?~ Type of Inspection: o Continuous IKI Periodic (While copy 10 Braun In/enecfile. Blue COP)' /(I General Cnn/rat/nr ) Irnl\~"1:111$p4 1125/1,15 BRAUN'. INTERTEC Special Inspector Daily Report City of fllcf2..- &.:tbe Page \ of Report Number: Project Name: Project Address: Client: Weather: ~St;t(ly/~:# 3- ~~~{CAv/~ Date of This Report: 7 - 7-t:Jt;' Project No: LLtJ<-r-(){..(,iflt:) --:v.. P.(~ Client Project No: Temperature: Inspection Coverage: ~ Masonry ~ Rebar Placement 0 Foundations o Welding 0 Concrete Placement 0 Fireproofing o Bolting 0 Tendon Placement 0 Other Did the architect 01' engineer authorize changes to city approved plans? Yes 0 (Listed Below) No 0 Description and location of work comPleted:.~ {e Sl{,.> 1-:> ~t1JQ.. rwcucnJ3:y...~I(l.(..l~ ~ 1I1'~loo ~h..,J ,~lls., !It:rd ffltvlrJr,f~_" ~ ~ d,1'l1 (a".......~ l,vV\/") r-~&l \A'>.... b::It rece.,-~~/.i,,-, ~ c~rh9: ~ re6Qv M- ~ l../l:d{Sr ~<-4K/-{I4, No ve.4-!'e&1 &lY~ J1ad {'-42.'1 1Jh.~ J-. ' , " I )u "Le.-'22~ 4v- f...cJ~ W=.LlSi Mv LC?~ EQ,(OO'" ~ _q~l 'PUI#1p{~.J"~ ~ ~..J <j".-.-k..H:sv~ ~} .?J{a..(!..';~ .,jl, l./ MY< ~ /tiOL. c.J c;.....Dt_,L:I-~_ ;'11'.:/-0 if? (l9v-> c:; I-~ ~_~~ l (, n(,-It.o.q,~"" - /" I (]eyr,fn;v,for1- pl~f;;p.V?~':h,p .o:ch.L./)~'- -IJ-/;-..,,~ w~ . ~~, ,,:It U<..1-15t.:h1_ry.I .~lt-lf,s i.'~ f~ ~~t' ~ 7~ L,;I~ Lb1testsperformed: ~~ v-hiCA Mv- i."'t~&cd cfl,l>;.etJ~Is.... ~rd-r,i11.;l!L<.<17~)' HE.~ h:..~~VS ~t_pr,jp,dul 0'k. 6.-~ ve..q~ IWL c;c:m /Z.J/ (If) be... Ie:; l!..;:J CF"" J1ta t< <; }, I " v ' / . Are there any discrepand~\:i ootoo from this day.s ohst:rvations? Y~"i 0 No ~ . Are there any outstanding discrepancies on this project" Yes [g] No 0 n ~ . __ . If ye... see attached Summary Sheet :'iv't ,.ftt,.eb ~e>vQV'-I~ o.oD7<.;> Type of Inspection: o Continuous IS Periodic T II the host of our knowledge. work inspected was done in accurdance "ith the approved plans. specitkatinns and applicahl man' provisions nt the lJRC except as noted ah.....e /' Date 2_:-7..::fl.s- Slgl1~: 1.,/ .1 Print .:ull Name;~ .~- -- I I> NtllIln\.f. t'[ 71< (Whir" top.\' In Braun lntenec file Blue, "PI to Genel'ul Gmrl'm (or ) 1,," ~I"~"l'p..f .,2:"1,':1:"1 ~(~ ARNOLD AND .'10 I SHERIDAN INC @ CONSULTING ENGINEERS 10BNAME J!'.VJ\It.-'TflIP --ft:!~.L~; MN ~~~=- HE 1- -m ." 108 NO. .._... I I I I DEMING WAY, MADISON, WI 53717- 1953 TEl_: 608.82 I .8500 FAX: 608.82 I .850 I ENGINEER, , \ ~C.~l . leG z~ (~I<I) .~'WI:l'tiP"lo~ .~~\~I , _\Ol./>" I / ~l ' r/....ko ~ fuv.cw I\c.\ ~1!31@' I ~6lfJfIt.. : fI<:f M A Go \ S t6 kt,; ~Cfl?I ~S 1\ I_I) ~ d.c. PLel2-SI c.tn.s '" . -~ t:.. ~ PRO,,"E~~fONAl ENGI~ :R_____ .'. I hereby ce1:fy that this plii-, ,specification -. re;)o,i II/as p;epared by me )r und mire SU::;::-',iS::ii 2,~,j that I am a:lu ic sed Pro~ess:cra! Er'~:re6r de 16! e S~a:e O' r.1'r,resota. CAqL N. FINK Signature: -<V Date:~ ll::llnse # 42448 , -'~~::4-~t~ ~~ ~ .. ". rr ~. ~. '"illl - ll!lS ~ = ;::- ~P1.6j..~ \ ~'K'.\)I'" Wl'l>~1 '2- . -r - - . 4l Vm<, ~<tts~ "SCo (.. em-) '1 ^ \,.~, CJqJ, z. - ;\. : ~ \' - -...-' BIn/os . "l "c / --9,1 -& .).L. ~ ~S-l3&tIL.T' Q"AHm'~5'> V \ A~- BIA(("T Glu.+"r/~> /..-: - - . E A-<...- '1'1!> 0 Il. t::..1l6 q-rr"e , \ ,:AN >pec..t~li3tY-f;-N- / . +. . C/tL.WIA"fH/.s Dtrb.O. , -.' I~~ I' ,/Z,O/oS. 51"/ol /. oz,-\:> I' ~ Fo"'Hl>4-rIO~ ~tl- l5 y r:. N :!JI' e.. c..T7 /)JJ _._-----_.."._--~_._------.._-------_.."..._-,_..__.+_.---,-_.._.__.,_.,,--_._._,----~-~-,----,..._- DATE, SHEET NO.' ) "" I. 1''''1'1\(66 ~~tJC; $t~~ ~tt~J Co, _ :II'" -I"' ~AA12.e f't.e!l-t:l'l1.a-J t. -sV~'~l'\O"L ~CE>\4,\ ValU'~ \I 'f\~ C4tsS T\~ ( \v.'t:.(Vi.~) . < (~)I:#IOVEc.r . <. t:t "--":"'- ------- ~7'-t.,"'3Q\,I., <.,!..o., 0'> I Max" Lab loplace Soil Optimum DIY Density' Inplace DIY ID and Moistun* (Std. Pro c.) Moutur e Density Jest Date Type Classification (%) (pet) (%) (pel) 6117/05 N P-I SP SM 11.3 122.4 8 125 I I I I L I Test I 1 I I I I I .I BRAUN INTERTEC Phone' Fox: Web, Braun Intert.c Corporation 2831 Lorson Slreel La Crosse WI 5.:1603 608 781 7277 608 781 7279 brauninlertec com Report ofField Compaction Tests Date: August 23, 2005 Repolt: Ploject: l C-04-066 I O-A Client: Kwik Trip, inc. 1626 Oak Street PO.Box2107 l a Cros.., WI 54602-2107 Pl'Oject Description: COMPACTION TESTING Proposed K wik Trip Prior lake, Minnesota Specified commeJ Relative Minimum Compaction Compact" (%) (%) 102 98 A I I I I ,I I~ Key: N - Nuclear, ASTM D 2922 SC- Sand Cone,ASTM D 1556 . "'" O.M. and M L .D D, rounded to nearest 0..5 A = -rest JesuIts comply with specifications. B = Test results do not comply with specifications C = I est results comply with air-voids specifications. I _ ,__ Test Location IColwnn Pad Backfill: 33' W & 10' S ~fNE Building Corner I I I I I I Elevationl 959.5 I I I I I . Elevation Reference: c: Blaun intertec COlpOlation ~C~liCk,PE Project Engineer -J Providing e.ngineering and en~honmf.ntal solutions since 1957 ~ A~ ~'Wm ~llvNESOi.t- .~ ........, I 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 Fire Sprinkler Plan Review Date: June 16, 2005 Owner: Kiwk Trip Location: 14160 Wilds Path. Prior Lake MN. Contractor: Gilbert Mechanical 4451 West 76th Street Edina MN 55435 Contact: Don Egan (952) 835-3810 1. Separate permits are required for the aim system. 2. The 1999 ofNFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. All valves controlling water flow shall be monitored and secured including the PIV. 5. It is the responsibility ofthe fire sprinkler contractor to flush all main and branch lines. 6. Provide frost protection for all portions ofthe wet system. 7. Field verify all head locations. 8. Secure all valves against tampering. All valves in public areas shall be locked 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. . Total site plan . All valves . Riser locations . Areas served by individual risers . All main and auxiliary drains . Location of inspector' s test 10. For inspections call (952) 447-9850 give the project permit number (05-0483) www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 I 1 ,i ;^,I i\ II t I, I Ii i \ I I I I I 1'1 i \ I \ ~", - ^ ,I: \ \ " I 1 I: .l, \. ,\, I I --. I~ t \ IF' ~, I ~I: "! \\" 1 :1 ~ '. "': ~ \ I in r I i\ I i~1 C i i \ i ~.: I :! I 'f' I l;I~H!~ Ii"" :; I i~ i h :~ \, y I I g 1~ \/ , I' I, -I ~ :.', I~ ,~" , I ,ffi . I~ /.!!' ,,< ',," I 1>., II: I \ -8 12 I~ "\"-- : 1 ~ :- 1,1:.9 () 1 !:: -rl , ! ~ ! ;~;:"i ~. g? , I~^ I \ .,~\ "J , !i ! I I i / . :~";~ ,i' it;!.. nLl"L-mnm-mc~, '0 _-"_'__~,~~~___~~~<~~;-- "': ~ "" ,1" I 3.gt~~~OON /> (" e I', './1 'J' 'i' I ,II~~ 1 ", , .1, ill " nv'" () . ',' "1' ~ ~,' ',1 I 1 ,,' 'v '". ~~ I 'I 1 < C> \h, 0 . ", ' \\ ,I, ' ^ I 1,% ~"- ~. . \ '.)' --~tl-~I ~~---, ~-- - "+--11 ,~~ ":v~~v, '" ~ ! i! ,~""".." "",,,~,~ 'J ~ ~ ~. . \, ~l F~:~I ^ ,," .... I I /,~ HI3t'l3S~J MOI1~mllStllY.l A!I'o'lIOd"31 \ 'A liI - JI' : v ", ""0;' nnn_",.",'-'''__n_''~'''''__ - In >"" "<~':>~"~'!'n~''''''''n_ ." ~:' " " , ' ,,-" "; -G '=r < I'-'l.'t.", ".~{I" '<"~'. , " ", :. ' ~, "\, I''''V''~''~'~ :':~."'.. - .:c. '. ".~___n__-:.:~... ,&, '=. "'_~uo.~ ";-~-c.c~... ::__ ~0\ l~V' =ll~_- u! - - j~! ,~'- --~, ~~~:L ~ ~,Lmn__~~~=:, 7,,,,,,~'~~-;'"'m~~'~Cin~~'- - iNn~ "'j:::-~~- n t.~$l--w- ~~I ]: OOI!;Jl:" .J__.\-_ I ""I(,,'l^'~';' /r'~)d~~W3~~MHlIH "', ;::8 ,-,VV'_ ~'.J..' ,'\.hf 01' t ~ _. ~ ,0" '"H' -- '-'im, c. r~n "\'~1 ,".0'....,..,..'/" , __ --_Ufiii,t_CJ II ~~~, :, '^ 1, /9--'1 ....I :..>'-J _J,IV . _____ ""~ -~I ~.~:":: "'""';)'I1-[""'u -" "l- ... m -Lv I 8 !N3n3SV:OAWMff-lIH ..., ~ ,,. ({-- <<--... _..: 0 ^ ,~<<- <<- <<- <<- <<-- <<- <<- <<- <<-- <<- , - -" *' - r ,,- ,,- ,_ _ _ _ _ _ _ _ _ _ _ _ *..*" ~ ~,~ i---j I I . I I I I 1 I r-----,m. I <..51 ZI t-='I ~I 5:1 g, ~I ~I ~I gl 0:::1 ~I ~I . .1 I- .21 >-1 0> ~I ~I 0>1 ~I -01 51 ....JI ~I ~I "I ~I ....J <(I , }'m' / ., " ">" I c~_~_~___' 111....JVI I" jl II.~'*\~ I .~f '. ---1,,+- r~ ~ I \1 eo '" I Gz ~ I &" I ,: ~i ~ 'j Ii ~ 'I II 1: \, ~I , I 11 :i ~ " I' , ,- " u. ^ , '<...'" " " o " .' In o r, 'J \.-- \ , . I , ' I I _ I I I < I I j I I L _ I I I I I I I I , I I c_ ,- .~, '" III ~i I , . " I ~~ 1 ~~ ! f' l~ : l!iB I l. , \\ I Z \\". '., , I I I I I , I , I , I I I , , , , 'J -l ~ 5 ~ ^'. . ~~~ ~ ~ ~i" " ~ ~~. . ~. ~;! ~ l!I~ ~~~ ~ :i d~ ~ ~. ,~~ ~ ~~ ,i- ~ ~. ,~~ , ~~ ~~~ ~ . ~lI! tJ::>~ ~ ~ . 1<' w ~~ ~~ i~ ~ g ~'" z;::l a.R 13 ~ ~~ r~~ ~~ Pi ; ~ .~ .~., i-' ~'~" 1I!ii: or..!i!~ 0" /: i I ..':;;' ~c ~ ~2 0 :i ,. ~!a r;ieiS ...1;;, '" ~5 ffi,.~::; ~~ ~i h~~ >. u.l " - :a!.:.: 5 , ~ " ~ ~ ! i :~ ~ d ~ ~; , 001 >- ~~ ~ ~-~ . ..~ ~ P~. ~, ~ c; ii><~ ~~ ~ g~~.~! ~ u I:IB ~f ~ U ~~ ~~ ~~iHl lii~ ~~ I' ~i i j!O", !;;; 5 ~ . . , ~ . m s. ~~~ ~ ~,. ~ ~!C: ~ ~8l > '~l ~ .~" . . . , ".~ . iS~. 1 '~i d~. ~ ':!:8~ ~ ~~!5 ^ ~~~ s ~.~. !C ~~!5; ~ i~i: : Q~.: ,~" ~ ~~~~ z~"'" , ~e~. ~ ~~~; ~ ~~~~ I ~ ~ , ~ ~ , I f ~:I~: it! k! 't! , 'ih'}",~, J! is !:I';"~"~"'t;1!! ill';'eh"l~ I "I!",.,,'~" i !!lli::,ll!!: I il:~ig!il ~,~ .~ ! !~!eP~;!i'! C\ I / , i;~!i1'il'! 'i!l ~ i~ f ,~!g!!'. ','iIS! ~ ., , !~~ii I .~h~, ~"Ii I ~lj!.I~,~I!!!: . i; , Ii'iilillli:;i ~ . n """';'1'1', ~l I "~Ili'l hm\::.ii ~ ~ 'b.";'!il", ~--'. , !"ii~;!i'I!': . i i~!I,~i!!MU . ~ , ~ . I ~ ~ ~ ~ . . , , ~ ~ " ! i ~ . . ~ . " ~ , " . ~ ~ , ~ ., " , ~ . ~ ! o ! l ~ . ~ . . is ; I > . ~ . ". ~~" " i!l II: 001 i!O i !5 lil "';:l ~,-, ~ ~ ," ~ ~ . ~ .. ~ . . e ".~.., ~"'IDo ~ ! ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~ ~ re a ~ i ~ , I I I I I I I . I I I I I I I ~ @~ ~ e!104-Ofp fl'" O.......ota.. gr ~ nh . w , ~ ~ ~ e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , i ~ . ~ ~ . g "I ! ~ ~ ~ ~.. ~ 8 · B ~ S j ~ 5 ~ ~ 5 ~ ~ u ~ ~ ~ ~ ~ ~n~Lnnn~~n~ S 13 '" I I I I I I I I . I ~ IJ ~ H t H HI H u.. H' &, 2 .' . ~ u . .' ~ o .l!Z_ ---n1 ~ -; '" u oc .. ,,< ~" ~ili ~F, '" ..:5 N~ '.)!:' '';-~:- , ',' ! ~r,. j z "'::' i ~;~f'\ g Ln_n_n_.l,._n_n_n..i ~ o / " / o (> i- <v " . .. ----~ iT --_-L- -1 J r--- ~ / ((- CL~ ~ ~ ~ ~ \\ { II r , .: . ~ I " il .----- ~ , -- I . ; ~ [ ~'\1 'n> H f' a~ .~ t ) ?\ # 12 ~ # 7 , # 8 . ~ " )/ ~ j-I -~---- -n # 2 l~~.~~.~.~,--J~ 1 .. : ~ u ~.~:/" 1 -B-~njJ W~::J ~r ~'- ~ ~ J- r, rl IIII LJ I J . /\ / , , . _____ ~ H' \ # 4 ~---- (MYSTIC LAKE DRIVE) ~.-@.~ I I 11l5!l' '(5!l'1 11l5!l' '(5!l'1 1'l5!l' 'l5!l,1 I I L'@'~ \ # 5 PROPOSfD SIGNS: # 1 BUILDING GABLE SIGN # 2 BUILDING GABLE SIGN , 4 BUILOING GABLE SIGN # 5 CANOPY WAlL SIGN # 6 CAR WASH GABLE SIGN # 7 CAR WASH CABLE SIGN # 8 CAR WASH WAlL SIGN # 9 PYLON - t.AYSTlC LAKE DR. #10 CAR WASH DIRECTlONAL WALL SIGN #11 CAR WASH OIRECTlONAL WALL SIGN #12 CAR WASH DIRECTlONAL SIGN STO RES ,- -<...-<-- <<.'?- ~ ~c, GO / ( STORES KJrIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE. 1M 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 W 0::: o f-' (f) , (1- o(l, t~\\\ 0::: f-.O > Z :::<::-.J Z -m :2 3: <( :::<::w \\\ \ -.J W (1- y: 0:5:r::::<:: w w 1-::) f- (f) <C (/) OOD... \. \ (1-1---(/)0::: Z 0(/)'00 C') O:::r-.JO::: (/) (1-:2:;:(1- .. \of.. = 1~6~ - i # 9 -] /"-'1" I \ ~-) NORTH SCALE: 1" ~ 50' I \ '" ;\ COUNTY ROAD 83 PR<U NO. II IlAA.., BY .... 1-_~ :;t'-AlE 0"" 11-'''-0. ......... [.~ '.'i <"''1'" / ,// KWIK TRIP PRIOR LAKE, MN 10' , KWA 7R~ , . .' o N 718.15 ~ ft. wal " .:/18 WEST ELEVATION SCALE: 3/32" = l' Etl85 .... et...... 1'15" ~ . o I ~" -1 K1 FA~E 4',(" 5'G" , 2LJ. q J 1>Ri<:E FA~ 5",",,5'[( = 30.7 )- ",'-0-. I, CAR'WAsH 1'1\0( q'g';d(}" = l/P." r , , '-'C~ MES::,CEAlTlOR FP(lE: 5aJ': 22.3(0 "\ . 7 ~ .~... '. i E-ZO FME = 12..77 -,'- 5'-0. l' , o I ... NoN-ur OIRECTlClNAL ""'" \1J.rtL ON WttTE AL.UVrNtJM x 5' 5.00 :tq. ft. 10+0.\ s~B, = l073Y , I i I i . I I . i . . j. \I 'I 1, NON-LIT CAR WASH DIRECTIONAL SIGN. REO VINYL ON WHITE ALUMINUM. 5.0 SQ. Fr. , -...-- #q 1>jloh SiSII # 1 0 & :/111 DIRECTIONAL SIGN SCALE: 1/2" = l' IiJ2 DIRECTIONAL _SIGN SCALE: 3/8" = l' . THE MESSAGE CENTER IS ONLY 3'-1" X 7'-5". THE REMAINDER OF THE AREA SHOWN IS METAL CLADDING. ~\~i :>~~ ;y .---= -.----- KWIK TRIP PRIOR LAKE, MN ~ ~ SEE DETAIL BROW ~ (;;\ r 1 ~ ~~l!TH 96'-6' (FRONT) ELEVATION - FACES WILDS PATH SEE DETAIL BELOW '" ~/'\ 7'\.E: ~\./ \./' --- --------~-- ----...---- -..---- II II II #CA~E: ~p~rH (REAR) ELEVATION FACES THE CAR WASa ~~ L{) I WIK TRIP 9'-71" 2 Kwlk Trip L.ogo . 1.4" of wall opoce. lQgg: 1.420x9.83' - 13.68 eq. It. ! i ! ! I I , i , , .. 'I I II ~ won "nnctI" 10.28'x96.5'. 992.02 eq.fl , ~ ---- o I C"l ---- Kwlk Trip l.Dgo Is 2.BS of wall llpace. IllIIII: 13.68 eq.fL/ 992.02 eq.fl - .014 .100-1.-4% 7J Logoo . . 2.0'.13.67' co 27.34 eq.ft. "" K ~I If' ~.~8~~;'= ..~oo~.~ 1 3' 8 " 27.34 sq.ft./ 992.02 sq.tt. ... .028 - I, > x100-~"" " , ". ;' I- " LOGO DETAL SCALE: 1/2' = l' SIGN (it) '-../ ?(..-;- (I- " )"". ALUMINUM STUD MOUNTED LETITRS LOGO DETAIL - SIGNS H2, & JJ4 ;CALE: 3/B' = l' :1i( Ij(.c:- ~:l(j ,1' j11/{ ALUMINUM STUD MOUNTED LETTERS <.f' .v/.. /' / Kwik Trip Loao .. red vinyl on white IteeI and ill 14.6" of waD epoce. ~ 1.833'x 12.750' - 23.371 eq.ft. '<<0." 4.0'.40.0'_ 180.0 ~.ft. IoIoJ: 23.371 1Iq.ft./1l5O.o.q.ft. _ .148 .100- 14.8X "'= n~J Ic~L =t'=-~ ~L-JD~ t ~ ~~Il fJE: B~!'l'=OrY EAST (SIDE) ELEVATION: Kwlk Trip Logo Is stud mounted aluminum letters and is 6.01: of woII apace. 12 ,6 Logo: 2.0'x13.67' .. 27.34 aq.ft. Wall ~~II: 10.28'x44.67'- 459.21 sq.ft. Ia!III: 27.34 -=I.ft./ 49.21 aq.fL .. .060 x100-6.0~ SEE DETAIl PREVIOUS PAGE ~". / 6"1 TIIIp #". """ t~ lru .0' 0-' KWIK TRIP PRIOR LAKE. MN "------.-/ 51 ( 'A ./ Kwik Trip Logo is red vinyl on white steel and ill W. . ~:~ of wall apace. f '1II'*"'~'''';I&e.. - .LJ.J, I ......... Wall ~nnt!w. 4.0'x40.0'- 160.0 aq.fL Ia!III: 23.371 aq.tt./ 160.Cl8q.ft. .. .146 .100- 14.6" n~lol I~~~ r , ! I- ! #4 BUILDING WEST (SIDE) ELEVATION - FACES MYSTIC LAKE DR~ SCALE: 3/32" = l' #5 CANOPY WF.ST (SIDE) ELEVATION - FACES MYSTIC LAKE DR. SCALE: 3/32" = l' :'-..'!Y/ r /"/' ,/ / ~ . ..... I -. #6 NORTH ELEVATION SCALE: 1/8' = l' THESE lEITERS ARE: INOMOUAl SOUO AlUtMNUM LllTERS THAT ARE PAINTED PPG 71654 GlOSS RED. STUD MOUNTED &: PROTRUDE LESS 1HAN ,. FRO" THE BUILDING NON-IUUMlNATED. ' UANUFACTURED ok INSTAI...1.ED BY LACROSSE SIGN COUPANY. INC. lESS 1lWI 20' N3fNE GRADE 3.48X AND 3.62 " Of WAIl. SPACE """": 2.0')(13.00' ... 26.0 sq. ft. Wall Snnc8 (Fnd Wnllll - NC)p'T1-I ., ~: 11.583')(45.00'= 521.235 sq. It. plus sq.fl in peak 226.72 = 747.96 ~"II c:nnt"l'I (,C::;1de Wnllll _ FA.c:;T ANn WEST1: 11.583')(62.00'" 718.16 sq. It. ImoJ: END WALlS - 26.00 sq. ft../ 747.98 aq. ft. -J)348 x100-3.48X SIDE WALtS -26.00 sq. fL/ 718.16 aq. ft. -.0362 xl00-3.62X ! ! I , . J , i , , ,. I! ;1 I. 1 13'-0' #6. 7. & 8. CAR WASH LOGO DETAIL SCALE: 1/4' = l' KWIK TRIP PRIOR LAKE, MN .0;.:. l:AR"MN ~ ~[ I . II ~ r: ~ I #7 SOUTH ELEVATION SCALE: 1/8' = l' ENTRAI\CE!~ ~"^(\S ~o1t ~t~ I- r , 21" 7 - 2 -r 2'-9" -l' E X I Tt ~ ~ " THESE LElTERS ARE: INDMDUAL VACCUUM FORMED PLASTIC RED LETTERS. STUD MOUNTED PROTRUDE LESS THAN 10' FROM THE BUILDING NON-ILLUMINATED. IAANUFACTURED BY GEMINI INSTALLED BY LACROSSE SIGN COMPANY, INC. LESS THAN 20' ABOVE GRADE . Entr"nr.p. I n~: 7.209'x1.0' = 7.209 sq.ft. Exit Looo: 2.750'x1.0' = 2.75 sq.ft. EXIT AND F.NTRANCE DIRECTIONAL DETAIL SCALE: 3/8' = 17 ---..... - .-- GENERAL NOTES: DESIGN PROVISIONS: 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE BOULDER RETAINING WALLS: l~ T RETAINED SOIL 26' 0 120 PCF FOUNDATION SOIL 26' 200 120 PCF SOIL TYPE SILTY CLAY SILTY CLAY SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 2. THE WALLS ARE DESIGNED TO SUPPORT THE FOLLOWING MAXIMUM SURCHARGE LOADINGS: LIVE LOAD: BACK SLOPE: SEISMIC: 250 PSF NONE NOT APPLICABLE 3. THE WALL FOUNDATION SOILS AT BOULDER WALL LOCATIONS SHALL BE CAPABLE OF SAFELY SUPPORTING 1 ,SOD PSF WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION. SUGGESTED QUALITY ASSURANCE PROVISIONS: 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A QUALIFIED GEOTECHNICAL ENGINEERjTECHNICIAN SHALL BE CONSULTED IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL PERFORMANCE. COPYRIGHT (c) 2005 BY CNll SOLUTIONS GROUP, LLC. ~, I No CIVIL SOLUTIONS GROUP, LLC 8200 HUMBOLOT AVENUE SOUTH. SUITE 100 BLOOMINGTON, MN 55431 PHONE: (952) 294-4755 FAX: (952) 294-4595 M I KE@CIVILSOLUTIONSGROUP.COM - QUICK TRIP PRIOR LAKE, MINNESOTA SHEET INDEX PAGE DESCRIPTION 1 2 TITLE SHEET TYPICAL WALL SECTION DETAILS Dote Revision 8, DesiqnedBy Project: PEF -:>cole: QUI CK TRI P N/A PRIOR LAKE, MN Dote: folie: 23 AUG 05 TITLE SHEET GENERAL NOTES: SUGGESTED QUALITY ASSURANCE PROVISIONS: 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO PROVIDE ADEOUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT. 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. ALL STRUCTURALLY PLACED BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS OR SPECIFICATIONS. 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER FOR MOISTURE. DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' VERTICALLY, 100'-200' CIC) MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS OR SPECIFICATIONS. Registration No: 25493 ] heret>y certify thot tf:l1~ specification, or report was prepared ~y me or un r direct supervision and thot I om dul Lice,s,d Pr e i 01 Engineer under the lows 01 \heSt etl~;,-J\e t. I Proje<::t No: 05-342 Dote" ~\v'IM Drowing No' Michael R. Jo~, P-E. ... PROPOSED FINISH ~~~~~'''$:j)!iiit ~~- -, "'" ( RETAINED J ~ APPROXIMATE LIMITS - 12" MIN. COMPACTED FILL 4.5' UPPER '" '" - 28" AVG.- LOWER TIER - \ \ 15' (MIN)- f-(" 'V////-4 Lro ( NATIVE CLAY) CURRENT EXISTING SLOPE 10'. 6' TIER \ \ -- 24" AVG. I r 8" LOW PERMEABLE SOIL I 12" r rPARKING LOT 1 OZ. FILTER FABRIC (TYP) (COMPACTED STRUCTURAL FILL) .- -- - -)~ EXISTING GRADE SOIL OF EXCAVATION TYPICAL WALL SECTION COPYRIGHT (c) 2005 BY CIVIL SOLUTIONS GROUP, LlC. ~" . CIVIL SOLUTIONS GROUP, LLC 8200 HUMBOLDT AVENUE SOUTH. SUITE 100 BLOOMINGTON, MN 55431 PHONE: (952) 294-4755 FAX: (952) 294-4595 M I KE@CIVILSOLUTIONSGROUP.COM Dote Revision No. - IDeSigned By: Bv, PEF L-- I::,cole: 114' ~ 1'-0' rot;::5 AUG 05 ~ GENERAL NOTES: 1. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE EXISTING BOULDER WALLS AT THE QUICK TRIP IN PRIOR LAKE, MN. 2. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IN VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT- TO-FLAT CONTACT. .3. PLACE FILTER FABRIC AT THE BACK OF BOULDER WALLS AS SHOWN. 4. COMPACT ALL STRUCTURAL FILL PLACED BEHIND THE BOULDER WALLS TO 95% OF STANDARD PROCTOR DENSITY. 5. THE MINIMUM EMBEDMENT ALONG THE LOWER TIERED WALL IS 22" (10" EXISTING + AN ADDITIONAL 12" AS SHOWN). 6. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS: MINIMUM SAFETY FACTOR FOR OVERTURNING --------- 1.5 MINIMUM SAFETY FACTOR FOR SLIDING ------------- 1.5 7. THE NATIVE CLAY IS ASSUMED TO BE COMPETENT LEAN CLAY EXHIBITING THE FOLLOWING STRENGTH CHARACTERISTICS: ~ = 26' C = 200. * ASSUMED SOIL CHARACTERISTICS TO BE VERIFIED BY GEOTECHNICAL ENGINEER TO INSURE STRUCTURE MEETS MIN. GLOBAL STABILITY FACTORS OF SAFETY. Proje<:t: Reqistralion No: 2549~ QUICK TRIP PRIOR LAKE. MN Project No: 05-~42 Title: TYPICAL WALL SECTION DETAILS Drowing No: 2 Michoel R. JNi4son, P_E. Dole" 16\1..;105' " CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS I Lj \ \. C OWNER I<...ik ~"f PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION .2' FINAL o SITE INSPECTION COMMENTS: OK ~C> ~tA'~ 7' J..DAL/ SCHEDULEO ~ LJ;\~c. QD~ TIME CONTR. PERMIT NO. r;- - 4%'J o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ck~r~ I.QC ,.J'~ ~... [- 2ccx., i:WORK SATISFACTORY, PROCEED o CORREC TION AND PROCEED o COR CT WO K, CALL FOR REINSPECTION BEFORE COVERING Owner/Contr: CA OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD~IREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNO" DATE TillE CITY OF PRIOR LAKE .., J ILJ fA.... INSPECTION NOTICE SCHEDULED ~ ADDRESS 1411.D tAl&; p~ OWNER )<...,ik -:tip CONTR. PHONE NO. PERMIT NO. OS-0483 o FOOTING o FOUNDATION ~ FRAMING o INSULATION o FINAL o SITE INSPECTION ~ o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE Rl o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: .I. V~ ~L..:::l-e~1- rQ~>k-c;. ~IJI.L ~,,~ W- f'Q.l.Qo'\.~ I . ~ ,~ t'S~ ~~... ~rY'\ .&>~..;~&r cL.o"'~~ t~ Lj. Spa..- \ \A.J..... ~""- r1rc.f=~ c:{..r Th Ill..rJ. 'i\iu:oL.:h~ @-IU ~+ h- ~.:;fl,t'~_ I t o WORK SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED o CORR]ORK' CALL FOR REINSPECTION BEFORE COVERING Inspector Owner/Conlr. CAL Q:J FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNO" DATE TillE SCHEDULED ~;I~~~ W;\,~ ())~ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 11...\ \(00 OWNER CONTR. PHDNE NO. PERMIT NO. o FOOTING 0 PLUMBING RI ,)!FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL COMMENTS: (\W~ S -t.f~7 o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o LA;..L:.- ~ ~'l o WORK SATISFACTORY, PROCEED ])( CORRECT A ION AND PROCEED /0 'bORREC , CALL FOR REINSPECTION BEFORE COVERING Inspector: OWner/Contr: CA 850~ THE NEXT INSPECTION 24 HOURS IN ADVANCE. V/ COlMJlR([UlREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETY/ INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE \ ADDRESS (c../I ~() OWNER PHONE NO. ;rfooTING ~, o FOUNDATION 'I o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: ,J........I.It<+.A bU.,,; DATE nilE SCHEDULED t,tJv I LJ,'L.QQ, ~" CONTR. PERMIT NO. -c;-- *~"< o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL --- D EXIGRADlFILLING o COMPLAINT D FIREPLACE RI D FIREPLACE FINAL D GASLINE AIR TST D r\. L~ ~ - c. t.:lllli&.a... C./II~ -J.esf-. i.) - D WORK SATISFACTORY. PROCEED BORRECT ACTION AND PROCEED o COR RK, CALL FOR REINSPECTION BEFORE COVERING Ins o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Conlr: QUlREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETY! 'NSNOn DATE flUE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ ADDRESS ~utk ~:o CONTR. V OWNER o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o EXIGRADlFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o Vi<;lll:l,t l)wOarCJ--..nlwd Y\\":\A ~t,,.,,. ---u-- \ (',m4'A- V~Cv\AS l,.,r ,IIJpfk.Du.-J.... PERMIT NO. I'V-LUMBING RI ~ECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL 5- 4'tD PHONE NO. COMMENTS: ~ Jl:... .\-..., r- I.,\"",~ f.-\Ac-, . 0 2, o WORK SATISFACTORY, PROCEED )( CORRECT ACTION AND PROCEED /0 '-CORRE1jK' CALL FOR REINSPECTION BEFORE COVERING Inspector: " Owner/Conlr. CAL - 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ''/ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! I~I CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ TIME OWNER I<lLJik ~\. r CONTR. ADDRESS PHONE NO. PERMIT NO. )b-t:OOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECftINAL COMMENTS: IrA, ~~ o EXIGRADIFILLING o COMPLAINT o FIREPLACE RJ o FIREPLACE FINAL o GASLINE AIR TST o c;.{~ N> - , /) () I I ( ~;ou -J-.c?r \. ((.Cl/.ik / ~ORKSATISFACTORY, PROCEED ~ ~~RRECT ACTION AND PROCEED o CORR T RK, CALL FOR REINSPECTION BEFORE COVERING Owner/Contr: C L 7-985 OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. -v~ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH of SAFETY/ INSNOTl 1)E~s-TIME WIUlc, ~R CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS Il//t/J OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL 487 o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: _At-he- \L:<..oc.JL c,~ vl~._ - <;Ic-,...., (~lI~~ ~'L(J~ ~ ~ ~yk~~:r ~+- ~RK SATISFACTORY, PROCEED CORRECT ACTION AND PROCEED ^ORREnT RK, CALL FOR REINSPECTION BEFORE COVERING Inspector: [-r(I Owner/Contr: CAU _Jlr!sssl slaa.J:HE NEXT INSPECTION 24 HOURS IN ADVANCE. COD~..JE~~E~ ARE FOR YOUR PERSONAL HEALTH.t SAFETY! ~ INSNOTl DATE TIME CITY OF PRIOR LAKE 8-4-nc;-- INSPECTION NOTICE SCHEDULED ADDRESS I L\ \ f.L 0 WLl~ OWNER CONTR. PHONE NO. PERMIT NO. c;- - 7 <::7 ~OOTING P'Ib. S'r'-- o PLUMBING RI o EXIGRADIFILLING FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL o FINAL o PLUMBING FINAL o GASLlNE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: 1.LJ1avif"k JLl.s Iooi\+ pb 1-~t' a(>p/"lY.kJoJ. v,y S.j-rt.1 2Q)I'cQ ~~"\"~ YroU"~f') Cl{Iv'M\I"'/~ elAJ"~,J fL h.t' 2, hD r ..to ---.e,nr r. ~ OI'l'll\\t'D.L.\.O.:c. Ih<,~ o WORK SATISFACTORY, PROCEED )N:ORRECT ACTION AND PROCEED o CORrf:.t RK. CALL FOR REINSPECTION BEFOR G Inspect . Owner/Conlr: CA -LJt.9850 FOR THE NEXT INSPECTION 24 "HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ /NSNO" CITY OF PRIOR LAKE INSPECTION NOTICE AODRESS /1./1 (, IJ OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION )i( FINAL o SITE INSPECTION COMMENTS: DATE TIME SCHEDULED ~-~ kJ.-L1}. ~ CONTR. PERMIT NO. "b~ o PLUMBING RI D MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADlFIUING o COMPLAINT o FIREPLACE RJ o FIREPLACE FINAL o GASLINE AIR TST o ~i~~ cJ{r-I~ Fi~ Al6J1J.-\.. file ~.. tf)~,- o WORK SATISFACTORY, PROCEED -?(CORRECT ACTION AND PROCEED fl.'CORRECfjK' CALL FOR REINSPECTION BEFORE COVERING Inspec1orD. Owner/Contr: CA~ j -SufFOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ~UJREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! JNSI<<)T1 DATE TIMe CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED S -Z6"'-~ ADDRESS ) LJ {&o I.0l \.&. ~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RJ o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~ 412-- o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL yr,~~~ COMMENTS: I. 't:1",J.n'ruX ~ ~,-..... r-YIt~..... ~Ju,..I;- 2.. Lo.-\e ~ J.(I'~:==; . I ~n" 'r-" i,}":!,, (\.,.J.,.J t4AlNp.., l[]f.,,,:L I 'Fir... c;,(!tiw(<t /~' 1!.f1<..R rs:- J L\.UOI.O., !p.... -k.,e., \-. '[) ~': ~. #,.~L p.,n\-. ....flfrnh-X 'fJ .. I ~",-,)'<:..,. /q'; ,?T \ ) o WORK SATISFACTORY, PROCEED o CORRECT T N AND PROCEED J\ CORRE K, CALL FOR REINSPECTION BEFORE COVERING Inspector: n Owner/Contr: CALL T U~R THE NEXT INSPECTION 24 HOURS IN ADVANCE. ....-/ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH Ie SAFETY/ INS"'''' ,. DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 7-( 't ADDRESS J Lilt o() LJ.-\,()~ (?~ v OWNER CONTR. PHONE NO. PERMIT NO. c;- - 4~< o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI P( MECH RI /0 WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RJ o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ./ ~RK SATISFACTORY. PROCEED o CORREC TION AND PROCEED o CORR T R CALL FOR REINSPECTION BEFORE COVERING Inspect OWner/Cont~ C FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INV'OTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS j5'w.-k ~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: S ..a\ cL..r b 1 , DATE TIME ~ 5 - c.f83 o EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o %PLI'it,AIR TST o.~..... ,ej' ~RKSATlSFACTORy.PROCEED ~~~RECT ACTION AND PROCEED o COR RK, CALL FOR REINSPECTION BEFORE COVERING Owner/Contr: -S8S0-f0R THE NEXT INSPECTION 24 HOURS IN ADVANCE. "'-- ./ Lv,",,, MltUlREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTJ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS I '-\ ~o OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION DATE TIME SCHEDULED 7~ l.):lQ CONTR. PERMIT NO. '5 -f../n o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: S~lo('\c~"'" Qu~ o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ;~ ~_r~~ /WORK SATISFACTORY, PROCEED o CORR~C ACTION AND PROCEED o CORR CT ~RK, CALL FOR REINSPECTION BEFORE COVERING "] Inspector. . ' Owner!Cont~ . I CAL{ ,41,.9850 OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD~MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! 114NO" CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS ..l..:i.Ut.n OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING )l:LtNSULA TION o FINAL o SITE INSPECTION DATE nME SCHEDULED ~ IJ;\&' Qh-, CONTR. PERMIT NO. o PWMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: wa.l\s [. t="'__ --':v/;;r,nr 2. (l.....~_ r - ~/9k~ o~ . 1\ J fA.. , a~ ...., \(~ ~ () o WORK SATISFACTORY, PROCEED rORRECT ACTION AND PROCEED o CORREi2RK' CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CAL -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .{ SAFETY! lNSllOTJ DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS I L/ I ( o() LJ1 -lJ~ CPJ.->t OWNER CONTR. PHONE NO. PERMIT NO. cC- .-- .ct 11: '< ' o EXIGRA~LING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o o FOOTING o FOUNDA nON o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI D MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL D MECH FINAL COMMENTS: I. (~~ 1I\n.it p.lhTIL '2. Vnu J:''d H. C. ~\'~ lo~ ~(i.L;~y Inspecto : Owner/Contr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! IN""'" CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS ./!:U.ltIl OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION SCHEDULED wj.Q.c.- ~~ CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL 7~ TIME (,.~17. / o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE Rl o FIREPLACE FINAL' {!AS~:~ , /'" COMMENTS: ]'... 11"."... lkJ J'1,.,- -rf WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRE9~ . CALL FOR REINSPECTION BEFORE COVERING Inspectdr: J/ A Owner!Cont~ clJ ~/.98S0 FO THE NEXT INSPECTION 24 HOURS IN ADVANCE. CiE R~NTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI " CITY OF PRIOR LAKE INSPECTION NOTICE ,t':r/ SCHEDULED 7 ~ LU..LQA (j)~ TIME ADDRESS }l..t t ~D OWNER CONTR. PHONE NO. .s. <'/~J PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL OG~T Xf)Jr Cco; ~ COMMENTS: ~~ ~RK SATISFACTORY, PROCEED ~-~RRECT ACTION AND PROCEED o CORREf;?ilT , CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CAL "-98 OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE\t{,QUlREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETY! naND" CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /4 / [ II/') OWNER PHONE NO. ')( FOOTING /(j')OUNDA TION o FRAMING o INSULATION o FINAL o SITE INSPECTION w;l~ 7;;;}a~ TIME CYJJ-, SCHEDULED CONTR. PERMIT NO. c: - 4FfZ, o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o litktZ ,() COMMENTS: F3' =fir- Ft-~ ~r- ~. I. ~\--.i{ ~ ~(i<; LWORK SA TI~FACTORY, PROCEED CORREC ROCEE~ RK, CALL FOR REINSPECTION BEFORE COVERING Inspector I ~ Owner/Contr: CAvJ +98JFOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD; ~REMENTS ARE FOR YOUR PERSONAL HEALTH of SAFETY/ INSIIOTI DATE TIME CITY OF PRIOR LAKE &~ INSPECTION NOTICE SCHEDULED K'w;lc -- ADDRESS "'t'l\() OWNER CONTR. PHONE NO. PERMIT NO. D FOOTING ~MBING RI D EXIGRAD/FILLlNG D FOUNDATION D HRI D COMPLAINT D FRAMING D WATER HOOKUP D FIREPLACE Rl D INSULATION D SEWER HOOKUP D FIREPLACE FINAL D FINAL D PLUMBING FINAL D GASLINE AIR TST D SITE INSPECTION D MECH FINAL D COMMENTS: OCU Lt~ I Jw2t) CO~! ..~J \l;~" k;J... ~ I '> ../' / /' ~RK SATISFACTORY, PROCEED D CORRECT CTION AND PROCEED D CORR K, CALL FOR REINSPECTION BEFORE COVERING Inspect C Owner/Contr: :la'so FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. QUlREMENTS ARE FOR YOUR PERSONAL HEALTH ,[ SAFETY/ INSlWTI OAYE TillE CITY OF PRIOR LAKE I L/ /7 /cr INSPECTION NOTICE SCHEDULED f( l' 1.1e ~- ADDRESS '-...)If) OWNER CONTR. PHONE NO. PERMIT NO. D FOOTING ~MBINGRI D EXIGRADIFILLING D FOUNDATION D CHRI D COMPLAINT D FRAMING D WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP D FIREPLACE FINAL D FINAL D PLUMBING FINAL D GASLlNE AIR TST D SITE INSPECTION D MECH FINAL D COMMENTS: QCt) ~)JJ~ ^ l jV\&~) CO\O~\ Vt:,UccA /' ~RK SATISFACTORY. PROCEED D CORREC1: AC;TION AND PROCEED D CORRE~T".~. " ,CALL FOR REINSPECTION BEFORE COVERING . I Inspector / J Owner/Conte CA~L ~ 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD\i);QUIREMENTS ARE FOR YOUR PERSONAL HEALTH Ie SAFETY/ IN$NO" CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS ,41(P6 OWNER PHONE NO. o FOOTING ~OUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: G~ ~ K~ S-~J SCHEDULED CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE TIME o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o /" i",J. i k...ul~ o WORK SATISFACTORY, PROCEED ~CORRECT ACTION AND PROCEED o CORRET WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Conlr: CA "~50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. - --- CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS /WL 1'.rr(J OWNER CONTR. PHONE NO. a-(OOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: ':>f (2,,,iA<LW /).c:- c""dO{VL<. I1vf/d~~ -+- DATE TIME <::- -J-os- a-q~ o EXIGRADIFILLING o COMPLAINT o FIREPLACE Rl o FIREPLACE FINAL o GASLINE AIR TST o '1",.,,~ h Lf'WORKSATISFACTORV, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WO~~~ FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNO" CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED (b_'?U~ ADDRESS /Llvit 'T''';P Uv u.,it5 '^ OWNER CONTR. PHONE NO. PERMIT NO. .s'1'OOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADlFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: ~) (jl (-,/V /J./J4t.J~ ~ " WORK SATISFACTORY, PROCEED o CORRECTWlCTION AN PROCEED o CORRECT K, L FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contc , CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNO" DATE TIME SCHEDULED ~ lJi\)..5 Ci~ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS )lll ~ 1) OWNER CONTR. PHONE NO. PERMIT NO. "-.l eOOTlN~ '7 l?,,6 PLUMBING RI ./'OFOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL COMMENTS: ~~<J tr:t ~, h'~".~. ~"':)"""L""1I.i Pic...v\ z. ~k ,\... Pl~\9 MA)'_I\.O.\- ~"'9."-;~_""~rn_ . If..' ?J.C- l:U ~-q~z: o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~l..l K.Js .:if ~/fs (~r ~~ ~~ I.....n 4'(JJ..~ o WORK SATISFACTORY, PROCEED o CORRECT TlON AND PROCEED ~CORR T RK, CALL FOR REINSPECTION BEFORE COVERING Inspector / Owner/Con!r: CAt: -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE-leQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSlWTI DATE TIME CITY OF PRIOR LAKE 8- ::l. q -cr::;- INSPECTION NOTICE SCHEDULED ADDRESS J~ J !of) w..-I ls ~ OWNER CONTR. PHONE NO. PERMIT NO. ,C) -'4"7, o FOOTING o PLUMBING RI o EXIGRADIFILLlNG o FOUNDATION o MECH RI o COMPLAINT Q. o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL ~FINAL ~ PLUMBING FINAL o GASLINE AIR TST o SITE INSPECTION MECH FINAL 0 COMMENTS: ~ () 1<. 'E \\OQ fi" .......i. .... I _ ~""'\W ~r\-cl" 0"" PIV "2. Ti~.et.Y<f~fJ~"i;"""'. v1II<Lfl I ~... 11A.€-1J.Jd... e> II ,,1'0 ilL.... , ~~:!::~ .' I k.. (, ""c;.. etc 3. Ssa::UN2....:zIt _____ c~ \.MJ'~ k"""f' Gc.UJ'fb .(.u.LJ7 -t,., r 1l.::,J - ~C) o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED )( CORRE~T , CALL FOR REINSPECTION BEFORE COVERING Inspector: OWner/Contr: CAL 44. 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ~UlREMENTSARE FOR YOUR PERSONAL HEALTH" SAFETY/ ININOTJ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS KIIJ,k ~,D . OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNOATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: J. !'''~:'''~'''''O-: I!'^- S~ l.b.vl 7~ \DY' ~ ~M. 'f~tv.-,t..~ 'S')A^ S'P ~\\'1l. r.~ .,.J . <.J ) l=i ,.. C' "f P ruM. ,'thr\ L ~ H..t..... 6- st....Ja DATE TillE o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o $h)t~ &:.~ 0.. lU...t~ k~ ~nt)L- ~ g~\o o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. IIISIIOTJ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME ~z-do> q~OtJ to::#. IV .W . SCHEDULED ADDRESS fL!/~O ~~ . /PI g ~ OWNER CONTR. PHONE NO. O$-O<{~ I PERMIT NO. lJ FOOTING lJ PLUMBING RI lJ FOUNDATION 0 MECH RI lJ FRAMING lJ WATER HOOKUP o INSULATION 0 SEWER HOOKUP lJ FINAL lJ PLUMBING FINAJ" .1. lJ SITE INSPECTION ~ MECH FINAL \-,II-'A' C;PMMENTS: 'fI/u.,J-. f1l') lY\M~ ~~ en- ~ OJo<,VL. o EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ,g' GASLINE AIR TST ~ --.) ./ ~ G.-v - LlCS= A(I: ~ mv &..... c.vr~ - o WORK SATISFACTORY, PROCEED " CORRECT ACTION AND PROCEED o CORRECT WO~.. CALL FOR REINSPECTION BEFORE COVERING Inspector. Y J l' Owner/Contr. CALL 447-9850 FOR THE NEXT INSPl'CTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETY! """"" DATE TIMe CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 'gj z. <:;/fJ ~ cy : a-o - lAJ J.iJ- /'0.:#.- N. W. ADDRESS f t..( I (P 0 OWNER ~ T~ CONTR. PERMIT NO. f)~- 0'(<1 0 PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI 0 EXIGRADIFILLING o MECH RI 0 COMPLAINT o WATER HOOKUP , 0 FIREPLACE RI o SEWER HOOKUP 0 ~O FIREPLACE FINAL ~ PLUMBING FINAL' 0 GASLINE AIR TST o MECH FINAL 0 COMMENTS: ~ ~ -.J...uJ- ~ fCJ-<l.4R-c - (fl'l~}.t ~ (\,. _ ~, ~ Qlh..'('^.~ ~- ~ ~Tl).~. ~ p~ ~ ~ ~D..&",.... _ f<A~ ruJ- fT""-~.A. /1':.. .-I-~ -- o WORK SATISFACTORY, PROCEED j4 CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ ' OWner/Contr: CALL <147.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! """"" DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE stj z..'Ei'/o,5' q,: Cto ADDRESS ./ttltoO tJ~ jJ~ N,w, OWNER _~ CONTR. A~ ~___ PERMIT Nolfos -Otfr3~' J 0<; - 0<:; f'<./ ,- o PLUMBING RI 0 EXmRAlllFlLLING o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL tJ PLUMBING FINAL ~ GASLINE AjR .TST o MECH FINAL )!J ~~ SCHEDULED PHONE NO. o FOOTING o FOUNOATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: q:W q~h./ l.oo "f\ 2mJ-II<- ~ 3~ (li/rlL ~. (\) La..t..e.11....., """- ~ 17.....,.. ~ r ffl T~ - ~ : tt'~/4.-^-'<>-\..:: it, ~ A.u1 lY\-. D ~ iXc..., G-<:> -+-"nn.Q I "'t~ ~ ""-,!Q.~f).~ -:ttL.-g-2L-oS' ~~oo A.If\..' tI:/o Ili/2- ~ &....... ~ ~ - '204 - ~ r:;./!JO:f1t..~r' '- o WORK SATISFACTORY, PROCEED )!I CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~, 'J CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Contr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH ,{ SAFETY/ tN9NOn CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME 1(f(.t;;(o~ II ;d-G ADDRESS / L( ((0 0 OWNER ~l~ . , /1J (1..1L /o:;(J.. IJ,(JJ, CONTR. PHONE NO. PERMIT NO. O~ - 0 '-ff'} o FOOTING o FOUNDATION ~ o FRAMING o INSULA TION..O ~ FINAL .. \, o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADIFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~OMMENTS: (r)) Va p~ ~ ~ <XV 4lL< ./1 _.___n ~oL--0 · ~ (~~~ L~~+O{~ (,t rl, C'.. ~ :. _ 4~ 1\' ~d If 3" r tJWI- ~ - A ..-.:> ,~ ,~ < , -,-Y..'_ t';;;/f".-J . o~- &.~A:"^L~f, i{~.Otk/~f... 6}~, ~ ~ j'j"J "1 ~ I o WORK SATISFACTORY, PROCEED NoTe ~ j(..~ t<n ~ M! CORRECT ACTION AND PROCEED -tt- rw.. O~t-, ~ o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspectoc ~ Owner/Contr: CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! "'SNlm CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 14/t,r) \N,!Js {JI1A OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING ct INSULATION ~AL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: (?/'~~ ~I!' DATE TlME ~ -25'0)' (,s - LIe; 1. ~L1NG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o fJ J-I ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector:~ ._. Owner/Conlr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. '''''"''' CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH <\ SAFETY!